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16580 SW 85TH AVENUE-15 �"+ � fro• '`� .. � - � ./.`•�I,7� � I'•: i �� N •t , r i i i am IN DURHAM ADVANCED WASTEWATER W-. AgW TREATMENT PLANT EXPANSIONS DATE:_ June ;5,_!992 _ J CONSTRUCTION PROGRESS REPORT NO. 31 J.PHE IIAJ:r OYOJI Y•Y11116Y J w M w CHEM PHA$ f a w w Status Summary as of April 30, 1992 Phase IIA Sbgmica Contract Tuna -- Days into Construction 527 247 Percent of Contract Time 67°x6 28% Contract Payments -- 'This Month $1,416,261 $776,682 Contract Payments --Total to Da,e $17,281,069 $6,706,268 Percent of Contract Amouat Including Change Orders 74% 21% Shop Drawings Submitted to Date 429 324 Number Returned to Contractor 426 320 Phase IIA: During April, Contractors, Inc. continued their work throughout the Rite. In the electrical substation of the Aeration Basins, they continued to install MCC panels and check cotmections. At the RAS Pumping Station, the waste activated sludge and return activated sludgL pumps were installed, and the connections to the piping were completed and verified. In the RAS/Blower Tunnel, the installation of the return activated sludge pumps began while the installation of chemical and return activated sludge fines continues. Light fixture installation continues throughout the RAS/Blower Tunnel. At the Secondary Clarifier, handrail was installed on the stairs and in the heating,ventilating,and air conditioning room. For Chemical Clarifier #E3, the drain pipe was installed, footings were formed and set, and the center pier concrete was poured. At the Chlorine Contact Basin, substructure drain pipe was placed and preparations for the walls were made. In the Filter area,piping installation continues and knife gate valves are installed. The last floor drains are set in place and the final section of concrete slab is completed in the filter tunnel. Concrete preparations continue for the walls of filters 9-13. And installation of MCC's and electrical conduit continues in the filter tunnel area. Chemi:af Expansion Phase: For April,Wildish continued work ;n several areas around the site. Civil work continued, the installation of drain finis around MH-S1 were completed, and it a manhole was set to grade. Forms were also set for sidewalk placement. Excavation continues for the Primary Clarifier. At the Chemical reed Building,embedded wall conduits are in place,wall preparations were made for concrete placement, and forms for the pump bases and drains were set. In the Solids Handling Building,the demolition of lime sludge overflow pipe,cooling water i ank,and other various piping continues. The installation of temporary scum and drain lines began. In the lower basement, the 6-inch non-potable water tie-in was completed within a day. At the digester complex, the coat;ag of the exterior walls below grade was completed and backfill on the north and west .011cs began. The walls of the diges,ers reached 85% completion. And in the digester control room, the drain tin:. were being installed. DURHAM ADVANCED WASTEWATER TREATMENT PLANT L � EXPANSIONS DATE: May 30, 1992 CONSTRUCTION PROGRESS REPORT NO._3�L rU. u • .\O,U+r y, + ..�u0. K CHEM PHAS- _ ,y w n ' w , wi ,:w1 fw Status Summary as of March 31, 199'• �,ti�_II� mi Contract Time -- Dais into Constr:,:tion 497 217 Percent of Contract 'rime 03% 25% Contract Payments -- This Month 5994,325 $615,612 Contract Payments -- Total to Date $15,864,808 55,97.9,586 Percent of Contract Amount Including Change Orders 70% 19%, Shop Drawings Submitted to Date 418 269 Number Returned to Contractor 414 229 Phase IIA: During March, Contractors, Inc- continued work throughout the site. At the Aeration Easins, the inside cells we:a coated with coat tar epoxy. Heating,ventilating and air conditioning equipment was being installed in the electrical substation of the Aeration Basins while the elcarim contractors continued work at the MCC panels. At the RAS Pump Station, the installation of light fixtures was c•ompleteeL Hi pot testing began on the cables running between the switch gear Wa. transformers in the RAS/Blower Electrical Rount and various chemical and high pressure air lines were installed in tht, RAS/Blower Tunnel. In the Secondary Clarifier, thebridge and center walkway was set and painting began. Baffles were uu,talled around the launder w-aand weirs. In the RAS/Blower tunnel, piping and valves continued to be installed. Installation began of the high pru;ss,.ue air and chemical lines through the new portion of the tunnel, along with the FAD system. Concrete preparation +nd placement continued for the Secondary Effluent Flow Stn-,jure and Filters. Chemical piping and conduit instrdlatru-_ ,',vegan in the Filter tunnel. Chemical Expansion Phase: For the month of'larch, Wildi.,h continued work in several areas around the.site. Civil work was started by pouring the base of MHS-1 and putting in drain lines. Excavation and installation of the irrigatio-.t line to the Service Building was completed. At the Chemical Feed.Building,substructure drain and waste vent lines were im talled, encased. and tested. The buileLL-gs slab and footings were completed and embedded drain pipe and PVC conduits were installed in the slab of the Chemical Building tunnel area.. In the Solids Handling Building, piping continues to he insialled and Digested Sludge lines are being placed in the louder level. At the Digesters, concrete work continues with half the walls reaching 159.50 and the other half to 174.00. Column and Baffle wall work continues and forms for pump bates began. Natkin continues to install roof drain piping along walla. Coating of the exterior walls on the di3ester began. i DURHAM - ADVANCED WASTEWATER TREATMENT PLANT A EXOANSIONS DATE: March 25, 1952 CONSTRUCTION PROGRESS REPORT NO. 29 �_C_Hiv1 P I-i A S E_ — ri N \ Y01 YJY YY I Y YIJ Y w "- PHASE IIA - —_— 11 - 10- \�Y p•lY YIJ\1UY J Y YIIJ Oy J Status Summary as of February 29, 1992 'I hale IIA Chemical Contract Time -- Days into Construction 466 186 59% 21% Percent of Contract Time Contract Payments -- This Month $14, ,64 $382,137 514,870 Contract Payments -- Total to Date 870,483 $5,313,974 Percent of Contract Amount Including Change Orders 66% 17% Shop Drawings Submitted to Date 403 207 Number Returned to Contractor 400 178 Phase IIA: During February, Contractors inc. continued to work throughout the site. At the Aeration Basins the installation of handrail was completed. Water testing of the aeration piping began. Site lights were installed around the building exterior while insi;ie the electrical contractor pulled wires and w-ide MCC panel connections. At telt- RAS Pumping Station the installation of pipe and pipe hangers for chemical and wat-,r lines continued. Cable tray installation was completed in the RAS Pumping Station,and conduit installation continued. in the Secondary Clarifier,preparation of equipment began and the installation of center columns and center pier took place. In the RAS/Blower Tunnel, large low pressure air and return activated sludge lines installation continued. Electrically they continued to run conduit and install light furfures in the blower tunnel. The heating,air conditioning and ventilation work began in the electrical/mechanical room. At the Secondary Effluent Flow Split structure, the setting of forms and concrete placement for the structures footing and slab occurred. At the filters,concrete work continued with the pouring of walls and suspended floor slab. Floor drains, wall sleeves,and spools installation continues in the filter area. Chemical Expansion Phase: For the month of February,Wildish performed construction work in several areas around the site. They began to clear and grub the area for Primary Clarifier No.4. Excavation work for the Chemical Feed Building Tunnel access was completed and construction of the elevator shaft was underway. At the west end of the Aeration Basin Tunnel a door was cut and constructed to connect the tunnel to the Chemical Feed Building. In the Solids Handling Building lower basement level,drain pipe,hot wmer return,hot water supply,and various non-potable water lines were being installed. in the ui,per basement level, Digested Sludge lines were being installed and potable water tie-ins to main supply lines were made. At the Digester area concrete work continues. Natkin began installing roof drain piping and placing wall sleeves on completed walls. Manways, curtain walls, and waterstops were being formed and installed at the diger.ter. T-lock liner was keine installed on the Sludec Holding Tank walls. k DURHAM - ADVANCED WASTEWATER TREATMENT Pi.ANT EXPANSIONS December 13, 1991 26 DATE. ___ CONSTRUCTION PROGRESS REPORT NO. _ - - - --- - , CHASE I -- 1! l0 •f O N A J r N A X J 1 A S O N O J f MAN 1 J•f O N 0 IM1 11M 1111 PHASE IIA 70 1 a 0 N 0 J f Y A Y J J P 9 0 M D J i Y A Y J J A S 0 M D J M ,1 1J ,ss 1 the final electrical and instrumentation work coL.inues in preparation for final startup. Force main #2 is being tested. Landscaping continues on the site. i m : Phase I contract was 846 days into construction as of November 30, 1991. This is 98% of the contract tune. Pay estimate No. 28 date for eWuals $13,823,601 ork nerformed �or 98% of the reviom October 31, sed ed91 tcontract ber mount 1991 was $33,324 and total payments to q of $13,977,942. Rhase IJA work continues at Aeration Basins, RAS/WAS Complex and RAS/Blower Tunnel. Concrete work continues at the Filters. On Phase IIA project, 368 shop drawings had been submitted and 366 reviewed and returned to Contractor. umm=: Phase IIA contract was 375 days into construction as of November 30, 1991 which is 47% of the contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No. 13 was for work performed through November 30, 1991 for $907,651 and total payments to date equal to $11,618,775. Qg-meal Expansion I thaR work continues at the Digesters. Preparation for the digester slab pour continues. Demolition continues at the Sludge Thickening Facilities. At the end of November 84 shop drawings had been su'imitted and 82 total shop drawings reviewed and returned to the Contractor by November 30, 1991. SumM=: Chemical Expansion Phase contract was 95 days into construction as of November 30, 1991, which is 11% of the contract time of 880 days with a completion date of January 25, 1994. Pay Estimate No. 3 was for $614,066 and total payments to date equal $3,249,869. off CERTIFICATE OF' OCCUPANCY CITYOFTIGrARD MOFTWA�( I T c COMMUP-IrTY DEVELOPMENT DEPARTMENT offem 97,Tjgwd,CXgon grM JSW,� �,,N HWI BNd. P.O.B.M 13125 �41TE 00DRESS. . . 3 165'30 '3W ZONING: SUBDIVISION. . . . : 0.1-OCK. . . . . . . . . . . LOT. . . . . . . . . . . . . . CLASS OF 1401M. -ADD TYPF OF LJ5C-. - - -COM OCCUPANCY GRP- '-68 nCrXJpA'N(-,Y LOAD: 16 TENANT NAME— : end flr� fiv- remodel to close in Office space Owner* : llif,avir-m SEWERAGE ABENCY 1'2)kb N. F'IRST AVE 141L.LSSOPU OR 97124-0000 ohone ?4c 503---684-6844 .Orltvac-:to?. i�;ONTRACTOR NOT ON FILL 1-1-lone ih cpd building is hereby givpn, And ct-y•tifies of the &L)cjve v-efet-enbuildingOf Ot-egq_ln e P, the coo -ncp with the State [-ecj.ajty for• the 9v p T,Id ,tq - which the r-EfPrel"r-1 P"'m't t'ja-' i S 6 kAPL;- I N S,Pvt 1, IRE DEPARTMENT �;- '` �� OFF'1 c�. AL tzu,�L POST IN CONSPICUOUS PLA(-.r- CURT IF ICATE-1 OF CITYOF T'6ARD OCCUPAVICY �10FIWAW) PIEPM IT BUP1890559 COMMt:NrrY DEVELOPMENT DEf-ARTMENT 13126 SW HWI Blvd. P.O.Bnx 2W97,rqw.1,Omgon 07223(EO3)639-4175 DPT(-- 1135M)i -ii I W)UkLa .). . . : 16-360 oW 35TH AVE PARCEL& 2GIISOD-00600 SU00 I V I S I(ft . . . x 1 ON I NG I . . . . . . . . . . LOT. . . . . . . . . . . .. CLASS OF WURK. :NEW )"YPE OF Ul'3E. . . : IND f.-JCCUPANCY GRP. B4 i..iCCUPANCY LOAD i 7 TENANT NAME. . . - Nrum,wks : I.J. G. A.- New Ciiudge Pumping E'-vatinn J'.'4iFjE'D SEWERAGE AGENCY i!no P4. 'IRs-r Avc HILLSBORO Or 97124-0000 Phoni7,- #: 503 -648---64138 CONTROCTOR NOT ON Fll..E I.'hone #2 PP(..1 #. . . Occuponcy of the above referpriced buildirip is hereby given, and cgrtifsea the compliance t,4ith the r3tate Of Oregon Specialty Colles for the gt-0A.kp' l.)(-,rup,Ancy, and c<< * under which the r4ferenced permit was Issupd. FIRE DUPPRTMENT _01 NO I SU I L D I N161 t.F'l C L rlOST IN CONSPICUOUS PLACE CERTIFIC('TE 07* CITY )NCY OF TIF. RD CnY0F7WARDj OCCUP( COMMUNrrY DEVELOPMENT DEPARTMENT 1--E:.PMIT #. . . . . . . C BUP810558 13125 SW:SII Bivd.P.O.BOX 23397,TigRM,OrOgOn 101223(SM)W"'75 P'ARCE'L.: 8G1130B00600 00URLSS. . . 16,560 CW £A'5 r11 Z Ota!ING: BLOCK. . . . . . . . . . LOT. . . . . . . . . . . . . I CLASS I1F WORV.. :NEW TYPE OF USE. . . : IND COCUPANCY 0K. :04 OLCUPANCY ' 'IADt I L�, I*"ENANT NAME. . - 1- new 1_4f.a6worps Bviildinr. ,'cMarkS ! LJ. S- A- Owners ot-&.14CY UNIFIED SFWEPAGE 150 NO. FIRST AVt--.NIJF-' PM. 302 H11-j.SBORC.) OP 9-?1,24-0000 #t '503 6,466488 00TRACTOP NOT ON FILE C4, upancy of the &bove v-eferencpd building in hereby givers, and Let-tifies ,ho compliance with the 31tate Of Ov'Fxg())-, GP0(.:1a1tY C(JrJelz for the group, -t'C'UpOr,�_'Y, and (-15;0 UT-IdPr• w$11ich the referenc.,PLI PEWMIt W&S F-6i7"rf DU 1 NG INS-' - _ Vr,IJILVINq.,CFFICIE I POf3T IN Cf)NrpTCUoj)S pj_ArE Fly rw �zr" DURHAM ADVANCED WASTEV,.IATER TREATMENT PLANT EXPANSIONS November 18, 1991 25 DATE: CONSTRUCTION PROGRESS REPORT NO. ----_----_ - -- °' PHASE I - 7, -- 11. I! 19 — " I ° •son 9 J r N A N J J.S O N 9 J r N A N 1 J.S 9 N 9 I)9t 19M H91 Pi-LASE IIA 79 1) 10 — 0 N U J r Y A Y J J A)(1 N 0 J r Y A Y J J A)D N I J 90 91 97 Phase I Demolition of old Headworks is complete. Testing of force main #2 continues. Final electrical and instrumentation work continues. At the end of October 31, 1991, 423 shop drawings had been submitted and 423 total shop drawings reviewed and returned to the Contractor. Sllmmgry: Phase I contrac+ was 816 days into construction as of October 31, 1991. This is 95%n of the contract time. Pay estim2',,, No. 27 for work performed from September 30, 1991 to October 31, 1991 wm 85,187.00 and total payments to date equals $13,790,277 or 99% of the revised contract amou..L of 13,977,942. Phase IIA work continues :n the Aeration Basin,Clarifier, RAS/WAS complex, and RAS/Blower Tunnel. Concrete and underslab pipe continues at the Filters. On the Phase IIA project, 357 shop 1 drawings had been submitted and 355 reviewed and returned to the Contractor. Summary: Phase IIA contract was 345 days into construction as of October 31, 1991 which is 44% of the contract time of 790 days with a completion date of January 25, 1993. Pay estimate No. 12 was for work performed through October 31, 1991 for $1,312,155 and total payments to date equal to $10,711,124. Chemical Expansion Phase work continues at the Digesters. Auger piles and retaining wall at digester is complete. Digester slab forming begins along with the installation of und.islab piping. Demolition of conduits, piping, and mechanical items begins in the existing, Solids Building. On the Chemical Expansion Phase, 51 shop drawings had been submitted and 45 total shop drawings reviewed and returned to the Contractor by October 31, 1991. mm : Chemical Expansion Phase contract was 65 days into construction as of October 31, 1991, which is ,% of the contract time of 880 days with a completion date of Janu .ry 25, 1994. Pay estimate No. 2 was for $435,803 and fatal payments to date equal $2,635,803. DURHAM ADVANCED WASTEWATER TREATMENT PLANT EXPANSIONS DATE: October 18, 1991 _ CONSTRUCTION PROGRESS REPORT NO. 24 zo PHASE I I ID — •Ay J.4 ID • �r. " A SON D J C N e N l J A S O N D J r M A M J J A S D 11 D IeeA nu �, un PHASE 11A J. rl s A r _ .r 1 N D J 1 M A M J J A S 0 h D J 1 M A M J J A S 0 N D J i '' • - DO SI 9J Phase I Demolition of old Headworks is underway. Valve vaults at RSPS arc under construction, and the connection of new force main to Hcadworks continues. At the end of September 1991, 423 shop drawings had bccn submitted with 422 total shop drawings revil;Fved and returned to the Contractor. Summary; Phase I contract was 785 days into construction as of September 30, 1991. This is 91%of the contract time. Pay estimate No. 26 for worked performed from June 30, 1991 to September 30, 1991 was $72,554.00 and total payments to date equals$13,705,090 or 98%of the revised contract amount of$13,977,942. Phase 11A work continues in t)c Aeration Basin,Clarifier,RAS/WAS complex,and RAS/Blower Tunncl. Excavation is completed at the filters and Chemical Clarifiers. Concrete work has begun on the Filters and continues in the Chemical Clarifier areas. On the Phase IIA project, 340 shop d ;wings had been submitted and 337 returned to the Cantractor by Scr,►cmber 30, 1991. 51lnllIl?_-1I Phase IIA contract was 314 days into construction as of September 30, 1991 which is 40%of the co .tract time of 790 days with a completion date of January 25, 1993. Pay estimate No. I 1 was for work performed through September 30, 1991 for $812,861 apd total payments to date equal $9,362,719. Chemical Expansion Ph•.se begins with the mobilization of Wildish Building Company. Digester excavation is completed and drill talcs have started. For the Chemical Expansion Phase 28 shop drawings had been submitted and 26 returned to the contractor at the end of September 1991. S-umm r • Chemical Expansion Phase contract was 34 days into construction as of September 30, 1991, 14,hich is 4% of the contract time of 880 days with a completion date of January 25, 1994. Pay estimate No. I was for mobilization for $2,200,000 or 7% of the contract amount of $31,504,000. DURHAM ADVANCED WASTEWATER TREATMENT PLANT A EXPANSIONS September 5, 1991 CONSTRUCTION PROGRESS REPORT NO. 23 DATE: — f " PHASE I - \, •w.Y \ ` . O.. J,v.v J.SOY 7 I..• 1.,C V D PHASE IIA - \0 � OnOJ Y YJJ.\O YD/IY.YJJ .,OYOJ 1 + The new Hcadworks has started and the screening and grit removal facilities arc in operation. Irrigation work has started along with the landscaping. Work will now start on the remaining pipelines to connect Primary Clarifiers i & 2 to the new Hcadworks. At the end of July 1991, 421 shop drawings had been submitted with 421 total shop drawings reviewed and returned to the Contractor on Phase 1. Two hundred ninety-three drawings had been submitted and 287 returned to the Contractor on the Phase IIA project by the end of June 1991. Pha3c IIA work continues in the Aeration Basin,Clarifier and RAS/WAS complex. Piping is now being installed in the RAS/Blower Tunnel, and the mixer walkway arc being poured on the Aeration Basin. Excavation work continues at the filters and chemical clarifiers. Concrete work has started on the Chemical Clarifier center piers, and undcrdrain work continues in the filter area. Summary: Phase I contract was 724 days into construction as of July 31, 1991. This is 86% of the contract time; however, it is 92% of the contractors scheduled completion date of September 30, 1991. Pay Estimate No. 24 for work performed from revised June 30, 1991 o July lnt of 1, 1991 wa .$71'589 and total payments to date equal $13,601,045 or 97% of the Phase IIA contract was 253 days into construction as of July 31, 1991 which is 32%of the contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No.9 was for work performed through July 31, 1991, was $1,217,033 and total payments to date equal $7,253,104. RECEIVED PLANNING SEP 171991 DURHAM ADVANCED WASTEWATER TREATMENT PLANT EXPANSIONS August 19. 1991 CONSTRUCTION PROGRESS REPORT NO. 22 ., PHASE I - , ° .1 a'.°Ir v.V lJ.:a N,I I.V I J.10 M0 C PHASE IIA rw .p , ° pplr�n pll. OMpJIY.Y I J.10M 01 1c n n Elcctrica: t.ontrol wiring continues at the Hcadworks and Primary Sludge Pumping Station. Heating and ventilating equipment installation is complete. At the end of June, 90% of all instrumentation was installed in the Hcadworks and Primary Sludge Pump Station. All of the PLC system was installed, and the 1 icld testing had started. The VFD drives on the new pumps in the Raw Scwa;c Pumping Station arc still causing numerous nuisance trips which shut the pumps down. Work w th the manufacturer continues in this arca At the end of June 1991, 421 shop drawings had been submitted with 421 total shop drawings reviewed and returned to the Contractor on Phase 1. Two hundred sixty-five drawings had beer submitted and 264 returned to the Contractor on the Phase IIA project by the end of June 1991. Phase IIA work continues in the Aeration Basin,Clarifier and RAS/WAS complex. Concrete placement for Aeration Basin slab is 100% complete and walls arc 90% complete. The RAS Pump Station slab is 100%, the Secondary Claril icr slab 50%, and the walls arc 50%. Placement of reinforcing steel continues for the RAS/Blower Tunncl slab and walls. Excavation work continues at the filters and chemical clarifiers as well as demolition work in the filter tunnel. Summary: Phase I contract was 693 days into construction as of June 30, 1991. This is 82% of the cont;a%,t time; however, it is 88% of the contractors scheduled completion date of September 30, 1991. Pay Estimate No. 23 for work performed from May 31, 1991 to June 30, 1991 was $62,390 and total payments to date cquat $13,529,456 or 97% of the revised contract amount of $13,915,660. Phase 1U. contract was 222 days into construction as of June 30, 1991 which is 2891, of the contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No. 8 was for work jcrformed through June 30, 1991, was $1,124,111 and total payments to date equal $6,036,071. RECEIVED PLANNING AUG 21 1991 INSPECTION NOTICE city of Tigard Building Depart'-er'nt 13125 SW Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phone: 639--4171 Inspections_- Footing Plbg. Underelab Mech. Rough-in Appr/i;dwlk Pound. Plbg. Tor., Out Gas Line PI1tA2.: PcFraming -bldg. et/Beam Struct. San. Sewer -Plumb. Poet/eeasn Mech. Rain Drain Insulation r0t,s��Cl3 - . Plbq. Under.Eloor Water Line Gyp. Bd. Hoch ,G��,,,�,��!�PM ", _Times a Date Requeetedt CC Address: �1 u � ~ '�IJP � 0t Buildors------r-r-- THS FOLLOWING ODRPRU IONS ARE RRQUI)ED: 170 y CN�L.r`r- Gn InepeotorDate r %? C? s - � /r APPRDVlD DISAPPROVED APPIOVRU SUBJECT TO ABOVE call For Neinsp. 11w I I I MACKENZIE ENGINEEFdNG INCORPORATED F a IFL E T1 F MACKENZIE / SAITO & ASSOCIATES, P.C. 0690 SW Bancroft• P.O. Box 69039 PORTLAND,OREGON 97201 DATE wlJl:, (503)224-9560• (503)224-9570• Fax(503)228-1285 —r vaOJfCj 1 /�I I�IoDYN_�-_�dd��d✓1_ -- -- - --- LCC4TION CONTMACTOA TO �o�nV1e1'-- C, rx _,cwc---. - - _ _ --- — at AM _ .. -__.—�— - _ - Wr•gTNEA iEMv THE FOLLOWING WAS NOTED: - - _— � __�__c� �y4.WEi—��--____aaP-X��av-ec� �� 4 INSPECTION.NOTI_CB ` F City of Tigard Building Depertmmt 13125 sw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Ph9ge): 639-4175 Business Phone: 639-41;.1 Inspection: Footing Plbg. Underslab Mach. Rough-in Appr/Sdwlk FINAL° Found. Plbg. Top Out was Line Post/Beam Struct. San. Sewer Framing -Bldg. Post/Beam 15ech. Rain Drain Insulation. -plumb. Plhg. Underfloor Water Line Gyp. Bd. -Mach. 4u —Time Data Re t _AM PM Requested: Address: ,tery -� Permit it r� �- % Huil.der• — i THE FoLLOWIN, CORRECTIONS ARE REQUIRED- _ -^ if'.tom- - 4C I l Inspectors -- — — Dater APPR(WZD DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinep. INSPECTION NOTICE City of Tigard Building De1=411A nt 13125 SO Ball Blvd. Tigard, Oregon 37223 Inepec 4U Linn lRec Ph on 639-4175 Busineee Phone- 639-1:/l ,� , I nspec't iun _ Footing Ylbg. Underelab Mach. Rough-in Appr/Sdwlk Found. Ylbg. Top Out Gas Line FINAL: Peet/Beam Struct. San. Sewer Framing -Bldg. Insulation -Plumh. Post/P,.rim Mech. Rain Drain + Lg. Underfloor Water Lille } Gyp. Bd. -Nech. �-�j�l---, ime c ---� PN Date Requeeted:_Zz_:= x C" -il 0,q✓ '� Permit �J_C.__ Addresu: Builder: � — THE FOLLOWWING CORRECTIONS ARE REQUIRED: Inspector= APPROVED DISAPPROVED _ APPROVED SUDJF.c.'I' TO ABOVE Call For Relnep. DURHAM .ADVANCED WASTEWATER TREATfVIENT PLANT PHASE I EXPANSION f)ATF May 17, 1991 CONSTRUCTION PROGRESS REPORT NO. 20' , -- REVISED EXPENDITURES — PROJECT EXPENDITURES ♦ ACTUAL EXPENDITURES o � S 0 AS ONDJ F M A M J J ASOND J1901'AMJ J 198D 1990 Electrical and control wiri,q continues at the Hcadworks and Primary Sludge Pumping Station. Heating and ventilating equipment install^tion ;s continuing in each building. The duct work for the odor control system inside the buildings arc near completion. The foul Air Ducts system from the Primary Sludge Pump Station to Primary Clarifier 03 has begun and is approximately 75% complete. The excavation for the foul Air Ducts system to Primary Clarificr #I has also begun. Pump 313 base has been poured and Pump 3B is set and the drive shaft installed. Pump 2B centinucs to rein in automatic mode. At the end of April 1991, 415 shop drawings had bccn submitted with 412 total shop drawings rcvicwcd and returned to the Contractor on Phase I. Two hundred eight drawings had bccn submitted and 206 returned to the Contractor on the Phase 11A project by the end of April 1991. Phasc IIA work continues in the Aeration Basin,Clarificr and RAS/WAS complex. Concrete placement for Aeration Basin slab is approximately 90% complete, and walls arc 10% complete. Thc RAS Pump Station slab is 30%, the Secondary Clarificr slab 50%,and the walls arc 3096. Placement of reinforcing steel continues for thL Aeration Basin slab and walls, the RAS Pump Station slab and the;Secondary Clarif ici walls and slab. Summary Phasc 1 contract was 632 clays into construction as of April 30, 1991. This is 75% of the contract time; final completion date of June 10, 1991. Pay Estimate No. 21 for work performed from March 31, 1991 to April 30, 1991 was $45,190 and total payments to date equal $13,346,190 or 95% of tnc revised contract amount of $14,052,319. Phase IIA contract was 161 days into construction as of April 30, 1991 which is 20%of the contract time of 790 days with a completion date of January 25. 1993. Pay Estimate No.6 was for work performed through April 30, 1991, was $1,271,949 and total payments to date equal $3,317,106. eIF April 30, 1991 ful 00039-033-002/ Mr. Torn Plescher City of Tigard Department of Community Development P. O. Box 23397 Tigard, OR 97223 Re: Durham AWWTP - Phase I Construction Deal Mr. Plescher: This letter is to inform you that all of the erosion control items listed in the Erosion Control Inspection Report of April S, 1991 (copy enclosed) have been remedied. Please make a re-inspection as soon as possible. If you have any questions )r if I can assist in any way, please do not hesitate to contact nte. Sincerely, Brice Perkins BP:ew Enclosure cc: John Koch Bruce Willey Mike Mengelkoch Dennis Lively HDR Engineering, Inc. Suite 340 Telephone Kruso Way Plain 503 635-9760 450C S W Kruse Way Lake Oswego Oregon 97035.2564 rr r DURHAM �i ADVANCED WASTEWATER Ufr.1 TREATMENT PLANT PHASE I EXPANSION DATE: April 23. 1991 CONS'rRUCTION PROGRFSS REPORT NO. 19 -- REVISED EXPENDITURES - PROJECT EXPENDITURES 1 A ACTUAL EXPENDITURES 1 15 -- �r Z x, 10 — -- �x z o r 0- — A S O N D J F M A M J J A S O N D J F 1989 1990 1991 Electrical and control wiring cont inucs at the Hcadworks and Primary Sludge Pumping Station.. Heating and ventilating equipment installation is underway in cacti building, and duct work for the odor control system 1s nearing completion. Work at the Chlorine Evaporator Building is complete aed the units have been started. Both Raw Sewage Pumps arc on site and Pump 213 i'; installed. Wiring is complete between the VFD, transfo.mcr, harmonic filter, and motor on Pump 313. Pump 2B is running in automatic mode. At the end of March 1991,412 shop drawings had been submitted with 410 total shot)drawings reviewed and returned to the Contractor on Phase 1. One hundred sixty-nine drawings had bcrn submitted and 161 returned to the Contractor on the Phase 11A project by the end of March 1991. Phase 11A work continues in the Aeration Basin,Clarificr and RAS/WAS complex with the installation of drainage system,Clarifier base slab, Aeration Basin slab,and reinforcing st cl in RAS/WAS Pump Station. ummarm Phase I contract was 602 days into construction as of March 31, 1991. This is 71% of the contract time; however, it is 90% of the time in the Contractors schedule which has a final completion Late of June 10, 1991. Pay Estimate No. 20 for work performed from February 28, 1991 to March 31, 1991 was $156,696 and total payments to date equal $13,300,990 or 95'Yu of the revised contract amount of $14,052,319. Phase IIA contract was 131 days into construction as of March 31, 1991 which is 17% of the contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No. 5 was for work performed through March 31, 1991, was $701,436 and total payments to date equal $2,545,157. r MUM IAK� EROSION CONTROL INSPECTION REPORT PERMIT NUMBER DATE OF INSPECTION _:�/JS SITE ADDRESS INSPECTOR r. �t.ac. l•.�+ OWNER/BUILDERS ,+�i-✓ EROSION CONTROL DEFICIENCIES ; yF• (,'�.�%ice .,, � / i,;,��r �j •3 L.�e "r P�'r'.t f?,/G l �•.c'�) i i� i c /v(e This is a notice of violation of USA/Erosion Control11 Resolution t- and Orbe-: 90-3v ms of Continued fan ure to comp y tFls inspect o report will result in the issuance of a civil citation, stop work order , or termination and suspension of permits , as described in USA Resolution and Order 90-63 . — Approved: Date . i DisaFp roved: �� ;� �; ,r _. Date : Notes/Comments : Note: Upon corpletion of construction, the owner/builder shall be responsible for requesting a final erosion control inspection to determine compliance with Appendix 1 of USA Resolution and Order 90-30 . Fir.a) Inspection : Date : Pink : Final Owner/Bldr White : Hearings ' Officer Gold : Prelim Owner/Bldr Yello� inspector i I 4 �'"rt/� c"�`-_' l�.�i i'c` SU�/�� J//-FEq,U l-v��.t'�5� /.��/F'.,f "�i'i�c'•�'� ca, /•'SIC`, DURHAM ADVANCED WASTEWATER TREATMENT PLANT PHASE I EXPANSION 18 DATE: March 25, 1991 CONSTRUCTION PROGRESS REPORT NO. -- RE`ISED EXPENOITURES - rROJECT EXPENDITURES A %CTUAL EXPENDITURES r �I z J lhNl � 5 - I' )L A S 0 N 0 J F M A M J J A S 0 N D J F 1909 1990 1991 Electrical and control wiring continues at the Headwork::and Primary Sludge Pumping Station. Heating and ventilating equipment installation is underway in each building, and duct work for the odor control system i,s nearing completion. Work at the Chlorine Evaporator Building is complct(.,. anI' the units have been started. Roth Raw Sewage Pumps arc on site and Pump 2B is 1st,.,'.cd. Wiring is complete between the VFD, transformer, harmonic filter, and motor. Pump 2B Is await n, tartup in automat;c m^de. At the end of February 1991, 410 shop drawings had been submitted with 406 total shop drawings reviewed and returned to the Contractor on Phase 1. One huno cd twenty-nine drawings had been subm::tcd and 120 returned to the Contractor on the Phase IIA pro.icct 1,;: the end of February 1991. Phase IIA work continues in the Aeration Easin,Clarifier and RAS/WAS complex with the installation of drainage system, clarifier base slab and reinforcing steel in RAS/WAS Pump Station. Demolition of the High Strength -iquor Basin continues as wr.11 as electrical and piping demolition in the biological tunnel. Summary: Phase 1 contract was 571 days into construction as of February 28, 1991. This is 67% of the contract tins; however, it is 851%) of the time in the Contractors schedule which has a final completion date of June 10, 1991. Pay Estimate No. 19 for work performed from December 31, 1990 to January 31, 191)1 was $184,647 and total payments to date equal $13,144,294 or 951% of the revised contract amount of $13,695,623. Phase HA contract was 100 days into construction as of February 28, 1991 which is 1396 of the contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No. 4 was for work performed through February 28, 1991, was $492,402 and total payn.cnts to date equal $1,843.721. s DURHAM ADVANCED WASTEWATER ufn. TREATMENT PLANT PHASE I EXPANSION DATE: March 5, 1991 CONSTRUCTION PROGRESS REPORT NO. 17 -- REVISED EXPENDITU11E5 -- PROJECT EXPENDITURES A ArTUAL EXPENDITURES 15 - z - 5 A S O N D J F M A M J J A 5 0 N D J 1989 1990 1991 Electrical and control wiring continues at the licadworks and Primary Sludgc Pumping Station. Heating and ventilating equipment installation is underway in each building, and duct work for the odor control system is nearing completion. Work at the Chlorine Evaporator Building is complete and the units ha-c been started. After the new chlorinators arc installed, the 60 inch surge basin effluent lin,: can be connected to the efflrent manhole. Both Raw Sewage Pumps arc on site and Pump 2B is installed. Wiring is complctc between the VFD, transformer, harmonic filter, and motor. Pump 2B is awaiting startup in automatic made. At the end of January 1991, 409 shop drawings had been submitted with 404 total shop drawings reviewed and returned to the Contractor on Phase 1. Ninety-nine drawings had been submitted and 89 returned to the Contractor on the Phase 11A project by the end of January 1991 Phase IIA work continues in the Aeration Basin, Clarifier and RAS/WAS complex with the installation of underdrain piping and rock, and influent clarifier piping. Constructic i of the 'aecondary ( ilrificr No. 3 has started with the steel being placed for the center pier. Demolition of the High Sirrngth Liquor Basin has started as well as electrical and piping demolition in the bio! igical tunnel. Summary: Phase I contract was 543 days into construction as of January 31, 1991. This is 64% of the contract timr; however, it is 81% of the time in the Contractors s;;hcdule which has a final completion date of June 10, 1991. Pay Estimate No. 18 for worK performe�+. from December 31, 1990 to January 31, 1991 was $120,846 and total payments to date equal $12,959,647 or 93% of the revised contract amount of S13,895,623. Final completion has been delayed because of final connection! during wet weather. Phase 11A contract was 72 days into construction as of Jant ary 31, 1991 which is 9'16 of t'ac contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No. 3 was for work performed through January 31, 1991, and total payments to date .,qual $1,351,319. DURHAM ADVANCED WASTEWATER Uf(:4 TREATMENT PLANT - PHACE I EXPANSION DATE: January 29, 1991 C'ONSTRLT(7TION PROGRESS REPORT NO. 16 Y y -- REVISED EXPENDITURES �" -- PROJECT EXPENDITURES A ACTUAL EXPEPIDITURES J i A S 0 N 0 J F Nt A M J J A S 0 N O J F 1989 1990 1991 Electrical and control wiring continucs at the Head works and Primary Sludge Pumping Station. Heating and ventilating equipment installation is underway in cacti building, and duct work for the odor control system is nearing completion. Work at the Chlorine Evaporator Building is complete. After the evaporators are started al.d new chlorinators installed, the 60 inch surge basin effluent line can be connected to the effluent manhole. Both Raw Sewage Pumps arc on site and Pump 2B is being installed. Wiring continues between the VFD's, transformers, harmonic filters, and motors. At the end of December 1990, 401 shop drawings had been submitted with 401 total shop drawings reviewed and returned to the Contractor on Phase 1. Forty-six drawings had been submitted and 33 returned to the Contractor on the Phase 11A project by the end of D:ccmbcr 1990. Phase 11A work continues in the Aeration Clarifier and RAS/WAS complex with the installation of undcrdrain piping and rock. Construction of the Secondary Clarifier No. 3 has started with the steel being placed for the center pier. Demolition of the High Strength Liquor Basin has started as well as cicctr;cal and piping demolition in the biolog;cal tunnel. SUmmarv;_Phas_, I contract was 512 days into construction as of December 31, 1990. This is 60% of the contract time; however, it is 76% of the time in the Contractors schedule which has a finzl completion date of June 10, 1991. Pay Estimate No. 17 for work performed from November 30, 1990 to December 31. 1990 was $346,779 and tc:tal payments to date c-lual $12,838,801 or 920f1 of the revised contract amount of $13,895,623. Final completion has been delayed because of final connections during wet weather. Phase IIA contract was 41 days into construction as of December 31, 1990 which is 5"% of the contract tir.;e; of 790 days with a completion date of ,January 25, 1993. Pay Estimate No. 2 was $92,776 for work performed through December 31, 1990, and total payments to date equal $1,197,094. DURHAM ADVANCED WASTEWATER Ufr.1 TREATMENT PLANT � PHASE I EXPANSION Dcccmbcr I8, 1990 1G DATE: � CONSTRUCTION PROGRESS 2EPOR 1' NO._ -- REVISED EXPENDITURES PROJECT EXPENDITURES A ACTUAL EXPENDITURES 1 s --—� -L-ter. � _ I (A10 t c rA k' I 1 I A S 0 N D J F M A M 1 1 A S 0 N O 1 F 19e9 1990 1991 u Electrical and control wiring continues at the Hca(lworks and Primary Sludge Pumping Station. Ilcating and ventilating equipment installation is underway in each bui!ding, and duct work for the odor control system is ncaring completion. Work at the Chlorine Evaporator Building is ncaring coml)lction as a ma jrlri!v of the piping is in place and all of the equipment has been installcd. Connecting the vacuum line to the existing chlorine room is the last piping work prior to starting the evaporators. After the evaporators arc started, the 60 inch surge basin cfflucnt line can be connected to the cfflucnt manhole. Both Raw Sewage Pumps are on site and pump 211 is being installed. Wiring continues between the VI:1)'s, transformers, harmonic filters, and motors. Al the end of November 1990, 399 shop drawings had been submitted with 198 trail shol) drawings reviewed and returned to the Contractor on Phase I. Twcnty-two shop drawings had been reviewed and returned to the Contractor on the Phase IIA project by the end of Novcrrlbcr 1990. On November /j, 1990 the Preconstruction Conference fur Phase IIA was held and the Notice to Proceed was given on November 27, 1990. Scheduled completion for Phase IIA is January 1993 which will increase the secondary capacity of the plant. Work on the new Secondary Clarifier will begin in December 1990. ummary: Phase I contract was 481 days into construction as of November 30, 1990. This is 57% of the contract time; however it is 72% of the time in the Contractors schedule which has a final completion date of June 10, 1991. Pay Estimate No. 16 for work performed from Octobcr 31, 1990 to November 30, 1990 was $345,206 and total payments to date equal $12,492,022 or 90% of the revised contract amount of $13,895,623. Final completion has been dclavcd because of final connections during wct weather. Phase IIA contract was 10 days into construct;Ln as of November 30, 1990 which is 1%of file contract time of 790 days with n completion date of January '-5, 1993. Pay Estimate No. I was 51,104,318 for work performed through November 30, 1990 including insurance,bond and mobilization costs. INSPECTION NOTICE City of Tigard Building Department .�� I P.O. Box 2.3397 1 Tigard, Oregon 97223 /� 4 /Phone: 639-4175 / Type of Inspection .— -- ..-�T Time_�_ A•R�• P.M. Date Requested_— --)yam, — -- _-- 6 y Permit # s Address - — Lot # _-- --- Owner Builder _ ---4 - -- `��------ The following Building Code deficiencies are required to be corrected: Presented to - _� Disapproved lwtpector - .---- Dale `� - - �---- -- -- CALL FOR REINSPEMON 1---! YES IA NO DURHAM ADVANCED WASTEWATER TREATMENT PLANT ,A PHASE I EXPANSION DATE: November-13—W' 0 CONSTRUCTION PROGRESS REPORT NO. 14 -- REVISED EXPENDITURES PROJECT EXPENDITURES A ACTUAL EXPENDITURES z 10 o ' J � d I I 1 A S O N O J F M A M J 1 A g O N 0 J1 91 1009 1990 Work continues it the llcndworks building. Piping continues to be installed in the, llcndworks and Primary Sludge Pumping Station. Electrical work is also underway in cnch building. llcnting and ventilating equipment installation is underway it,, each building, and the odor control system will be completed with the arrivnl of the duct work. Wiring and piping of the Primary Sludge Pumping Station is the major item remaining before Primary Clnrificr No. 3 is rcndy rot ill not service. Onttainingry firm No. 3 dellivery a being date f o tithe ode: covers ling been difficult; however, they w Work at the Chlorine Evaporator Building is nearing completion as a majority of the piping is in place and 111 of the equipment has been installed. Connecting the vacuum line to the existing chlorine room is the last piping work prior to starting the evaporators. After the cvnporators are started, ihc 60 inch surge basin effluent line can be conncctc�i tc the effluent manhole. Roth Rau Sewage Pumps are on site and 2R is hcing installed. Motors for the new raw sewage pumps have been delivered and are being stored in the Raw Sewage Pumping Station. Transformers are now the major holdup in placing the new pumps in service as VFD's are now on site. Al the end of October 1990, 394 shop drawings had been submitted with 390 total shop drawings reviewed and returned to the Contractor. On November 6, 1990 n pre-stnrtup meeting was held with the Contractor to discuss startup and the sequence required to start the plant during wet weather. January 1991 will be the startup of the llcndworks and Primary Clarifier No. 3 whi!c the tic-ins will continue through the months of Jnnunry and February 1991. O&M Manuals and Controls are still the major obstacles to starting the facilities. umnt ry. The contract was 451 days into construction as or October 31, 1990. This is 53% of the contract time; however it is 77%of the time in the Contractor.; schedule which ling n final completion date of f '-,rex 15, 1990. Pny Estimntc No. 15 for work performed from September 30, 1990 to Octobcr 31, 1990 %%,Is $471,345 and total payments to date cqunl $12.,146,816 or 87% of the revised contract amount of $13,895,623. 11 r� se` q R t`]► INSPECTI_GN NOTICE City of i'�;ard Budding Depart•rient ) P.O. Box 23397 Tigard, Oregon 97223 Phone: 6394175 / `' Type of Inspection --- _ek Time - .- A.M. P.M. Date Regwii,+d— Z ,V Permit Address owner ._ _ Buildir The fo11i;,4in(g Building Code deficienci^s arf, required to be corrected: r--- - V-Apprnved Presented to _--- - _,___ ❑ Disapproved Inspector ------- Deta CALL. FOR REINSPECTION YEB ❑ NO INSPECTION NOTICE City of T'gard Building Department i P.O Box ?3397 - Tigard, Oregon 97223 �,�2✓ Fhone: 639-4175 lid L type of Inspection -_ � �. ..-.---------- — — Date Recuested/ A) `� LCL_ — Time — A.M. c—P.M. Address _ _/Lc� U_—r1� �------ Permit # Owner. --- — �- Lot # --- — Builder —� ---- --------- —— The following Buildinq Code deficiencies :.,e required to be corrected: Presented to / --- - -- — --------— 4,pProved Inspector D Disapproved Dnte �r� `— CAL F'OR REINSPECTION El YES I_-7 NO 1 DURHAM ADVANCED WASTEWATER TREATMENT PLANT PHASIC EXPANSION DATE: September 25, 11 90 CONSTRUCTION PROGRESS REPORT NO.__ �— I I 'i r — PROJECTED EXPENDITURES • ACTUAL EXPENDITURES I 1 of10 O , J A S O N D J F M A M J J A S 0 N 0 1 F 1,989 1990 199? Wo,k continues at the I leadworks building. Piping continues to he installed in the Headworks and Primary Sludge Pumping Station. Electrical work is also underway it each huild;ag. I le i0ng and ventilating equipment installation is underway in each building. Work continues on Primary Clarifiers No. I and No. 3. Odor covers for primary clarifiers are being installed. Both flaw Sewage Pumps are on site and 213 pump is being installed. Motors for the new yaw sewage pumps have been delivered and are being stored in the Raw Scw,;ve Pumping Station. At the end of August, 1990, 380 shop drawings had been submitted with 377 total shop drawings revio,wed and returned to the Contractor. mma : The contract was 389 days into construction as of August 31, 1990. This is 46% of tile, contract time; however it is 66%n of the time in the Contractors schedule which Has n final completion date of March 15, 1990. Pay Estimate No. 13 for work performed from July 31, 1990 to August 31, 1,790 was $06,253 and total payments to date equal $10,601,886 or 76% of the revised cantract ;amount of $13,895,h23. Northwest Ezathmcvers has completed the new contractors parking lots, haul roads, and excavation. This will prepare the site for Phase IIA Aeration Basin and Secondary Clarifier. RECENED PLANNING 0 C 1 19 11990 II CITY OFTIGARkP, Rf.-- CIPT OF PAYMENT RECEIPT NO. A 90---2(,)4324 ('.'HECK AMOUNT r 68.26 NAME t L)NIFrF-.D SEWERAGE AGENCY CASH AMOUNT t 0 -)o ADDPEGS t 155 N. FIRST AVE FAYMLNT DATE : 08/:;1 94.1 31 JUD 1 5 1 ON HILLSPORO, nR 9721.4— PUPPOSE OF PAYMENT AMOUNT ['All) PURPOSE OF PAYMENT AMOUNT PAID BUILDINU PERM riUP90-(-.)229 �52. 50 PLAN CHECK FE 21 . 13 TUALATIN VALL 171.00 ST. BUILD PER 1.6 1, 16580 SW 055TH AVE MODULAP OF-FICE PLOG TOTAL AMOUNT PAID 60. 26 CITY OF TIUIRD RECEIPT OF PAYMENT RECD 1 PT NO. t90 -204027 CHED*. AMOUNT a 705.58 NAM` t UNIFIL-ED AGEOCY CA31-1 AMOUNT 155 N. FIRST AVF PAYMENT DATE ()9/2-..'90 SURD I V,ri I ON 1-1ll-LSBORD. OR 21 4 161300 SW W-TH FURPUSE" OF PAYMENT AMOUNT PAID rL.IRPOSE OF' PAYMENT AMOUNT PAID 24. 08 DITIUDINO PERM F3IT7(.)—()Q26 401 50 ST. BUILD FTH"R 40W t 075:7 111TAL AMOUNT PAIT) INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phonp: 639-4175 Type of Inspection Date Requested Time ., 'ZA.M. --P.M. Address Permit # Owner Lot #- Builder The following Building Code deficiencies are required to be corrected: Ptesk-11ted to - Approved Inspector _ ___ -__-__— �. Disapproved Date CALL FOR REINSPECTION F1 YES El NO DURHArJI ADVANCED WASTEWATER TREATMENT PLANT o PHASE I EXPANSION DATE: Aust 15, 1990 CONS) I'l V I ION PROGRESS REPORT NO. I 1 ,y - -- PROJECTED EXPENDITURES A ACTUAL EXPENDITURES 15 —� Ln 30 z o J 0- A SOND FMAh1J J A SOND I F 1989 1990 1991 Work continues at the Hcadworks building. Piping contin-cs to be installed in the Hcadworks and Primary Sludge Pumping Station. Electrical work is also u nde.way in each building. Four bar screens have been installed aiong with the six grit pumps, and insta!!,ition is continuing on the conveyors and slide gates. Work continues on Primary Clarifiers No. 2 and No. 3. Odor covers for all primary clarifiers are scheduled for installation beginning September 7, 1990. Work on the electrical duct bank and piping corridor continues from the Primary Sludge Pumping Station across 85th to the Hcadworks. All buildings arc enclosed and installation of the membrane roofing is underway. Motors for the new raw sewage pumps have been delivered and arc being stored in the Raw Sewage Pumping Station. At the end of July, 1990,370 shop drawings had been submitted with 367 total shop drawings reviewed and returned to th. Contractir. Summarv: The contra et was 358 iays into construction as of July 31. 1990. This is 42%of the contract time; however it is 61% of the time in the Contractors schedule which has a final completion date of Match 15, 1990. Pay Estimate No. 12 for work performed from June 30, 1990 to July 31, 1990 was $1.046,500 and tot2l payments to date equal $9,666,233 or 70% of the revised contract amount of 13,745,428. Northwest Earth lovers have installed the new contractors parking lots and haul roads along with the erosion control measures which will prepare the site for Phase IIA Aeration Basin and Secondary Clarifier. E'. W 0 RK CITYOFTIGrARD i�� r."E.R H I I' COMMUNITY DEVELOPMENT DEPARTMENT CITYOFTWAND PERMIT N. . . . . . . .. SIT90-002(., one" 13 125 SW Hall Blvd. P.O.Box 23397,Tipard,Oregon 972 3(603)630-4175 PRIM. PERMI'r SIT 90-0026 DATE ISSUED. 08/0G/90 J-6580 SW 85TH AVE. PARCEL: 2S113DO-0 r 1 600 ZONING: 1--P L I'YPE OF WORK:NEW PAVING?. . . . . .. . . . eN RESO. NO. -. 1.-XCV VOLUME. :80000 cy GRADING?. . . . . .. .. .. ,-N VALUE. . . $: F-ILL VOLUME. .- cy LONDSCAP ING?,, H N G F1 1.L'-*.'. . . . . . .N SITE: PREP?. -- , ,H 0 11 G) R 1::'T R E 0 1)':*).,.Iq '3 7*0 R M D R A I H S':'.. . .. ::11 IMF'Ek'V SURFACE. f Rema-r+s: excavAti(jil f'o-r phase 11 of the, dLkThAnJ X I.,-.A I I j. be provided A cont'-ro.1 specified i ed on pag , :Ll'? of the I)Ll-rhani' AWWJ'p pt)ase TI A expension ar, drawn by HDR Owner„ FEES UNIFIED SF--'WE'RAGE 0(:;ENCY type aMOUY)t by date -r e c r, 1,rJ 5- N F'I R ST, A V EPIRMT $ 481. 50 5PCT $ 24. 08 1-11'.L.1-SBORO OR 131214 F`hc))''e 0: 648-8621 PnYM $ 0 5. 5 8 jl-[.l 08/06/99 Conty,actc-r CONTRACTOR 140T ON FILE. Phone 14-. R e q ft. $ 505.- 58 TOTAL This permit is issued subject to the regulations contained in the kEOUIRED INSPEC7IONS L-rosion Cont-rol Tigard Municipal Code, State of Ore. SPIC-alty Codes and all other FinAl Inspection applicable laws. All work will be done in accordance with approved plant. This permit will expire if work is not started within IN days of issuance, or if work is suspended for more than 189 days. ............ ......... Pe-rniittee '3igi1atLire: alA. ----------- ....... Call far inspection 6319 -4i 75 CITYOFTIFARD BUILDINGC''ERMI'r ct>no��wRc r'ERI*IIT a. ., . . . . . : iul-•�a(� 0r��:.>. ; COMMUNE DEVELOPMENT DEPARTMENT CO200" F'RIM. F'ERPIIT 44. .- IT90 -H0c.(" 13125 bt.'FW I Blvd. P.O.Bolt 23307,Tigrtf,Oregon 07223(6W)W-9-417 A)Pi TE_ ISSUED-. 08/06/ (a L: 1. --_ F'ARC:EL.: �S113P0•-•0(il�0tt) ADDRESS. . . : 16`:80 SW 651H AVE TONING: I SUDDIVIST011- 1. LOT . ............_...... ....._._.._____...._......._........ .._.__.._.___.._...... FLOOR AF;F:AS- --.._._..__.._......_ EXTERIOR WALL CONSTRUCTION-- r;r':ISSuE: r- w i LASS OF WORK. -NEW FIRST. . . . r)'�i0 !�sf N: T'YI='E OF USE. ., . :C011 SECOKI). . . ;; sf FIROTECT OPIE:NINGS?•• -•------..__.-_.. OF CONST. -5N THIRD_ . „ ., :; :sf N.. S: E::: W. OCCUPANCY GKI- :I;2 TOTAL_.._....._...._. 240 sf R63F CONST: FIRE REIT'?-. tICC:Uf-'ANL'Y LOAD: LaASE11k:JIT. : S AREA SEPI. RATED: :;'TOR. : 1 I-I•i'_ : f t GARAGE. . . Sf OCCU SEF'. RATED: k?SrlT':': 111: Z ?: RECID SE*T'BACKS-_._.._.___.. _._. FLOOR LOAD. . . . : psf LEFT: ft RGHT: ft FIR SF'KL: SMOK DET. . a T)WELI_ING UNITS: FRNT: ft REAR: ft? FII; AL.RVI: HNDICP OCC4 I DEDPM:S: 1jA'T13S;; IIIF' SURFACL: F'RO C:ORR: PARKING: OALUE. $.- 2000 ! c nja-1,E,,s: : j:et t.tp modular office t)uilclillg (temporary) as r.�er approved p1,a11<.:>. t.)wvle-r: .._._. ..__.___._._ UNIFIED SEWERAGE: AGENCY type cimoullt Ley dat: ret=pt: 15"S N FIRST AVL.,- T• $ 32. 50 F'LC:K $ 21. :1.:3 L. 1.11 LSB0RO OF `:l•7 : 214 V IRE `>; 1:3. 00 I�1�1orie� #-. 64f3•-•8621 ,F CT I+ 1. G:.3 F•'AYI*I $ t.,8. 2 :!'Ll-4 08/06!`:)0 Colit:r"ar..to.r: _._.._._....._._...._.._ i'ON'TRACTOR N01 Ohl FILL f'hont� ctr __. b 69.26 TOTAL .___.._..__._. FiE'CIIIIRE:I> INCaF'E:C1 I(7NS - ---_..._..... fhiv permit is issued subject to the regulations contained in the Foot:/Found 1 11s p __ _._.._.._._...._._.____..__ v••_ Tigard Municipal Code, State of Ore. Specialty Lodes and all other F-^,m i t'1 g I nsi p _. __...__.___.._ .._..._..____-._-•. applicable laws. All work will be done it accordance with Fi :al 11'sppct:ion approved plans. This permit will eiDire if work is not started -- ---- ---- -- - within 188 days of issuance, Or if work is suspended for mor• than 188 days. r 4,a-r m i.t t e e i i.q t t (,_ t t _._ .._.__...__...__..._ _ .._.. _ __._._._.._......_.._ Issued B Y: Call for i1.lsper.:•t::i.on - 639 4.1.75 Ell INSPECTION NOTICE City of Tigard Building Department P.O. Box 23391 Tigard, Oregon 97223 Phone: 639-4175 � I Type of Inspection - �— Date Requested// ¢ Address _ -/�" �� Q --- Permit 7 Owner 6ej T r Lot # Builder 9 The following Building Code deficiencies are required to be corrected: G Presented to _ —__ -- %Approved 1 Inspector /, , r"� ------ -- _ ---- _� Disapproved Date --- --- -- ------ CALL FOR REINSPECTION L_l YES I NO DURHAM ADVANCED WASTEWATER TREATMENT PLANT PHASE I EXPANSION DATE: 'uly 20, 1990 CONNTRUCTION PROGRESS REPORT NO, 10 PROJECTED EXPENDITURES ACTUAL EXPENDITURES 15- 10- 5 510 5 �- N I o A S O N D r M P. MJJASOND F 1989 1990 1991 Work continues at the Hcadworks build"Ing with the completion of the setting of the precast wall panels and installation of the double tee roof sections. Pipiog continuos to be installed in the Hcadworks and Primary Sludge Pumping Station. Electrical work is also underway in each building with the motor control center installation complete. Four bar screens have been installed along with the six grit pumps. Secondary Clarifier No. 2 was restarted the first week of July and work continues on Primary Clarifiers No. 2 and No. 3. Odor covers for all primary clarifiers arc scheduled for installation this summer. Concrete work continues at the Surge Basin Inlet and Outlet structures and Primary Effluent Mow Split Structure. Wolk has started on the 48" excess flow lin,. tn the surge basin. At the end of June, 1990, 355 shop drawings had been submitted with 350 total shop drawings re% icwr_d and returned to the Contractor. Summary: The contract was 327 days into construction as of June 30, 1990. This ii 38°x, of the contract time; however is is 56% of the time in the Contractors schedule which has a final completion date of March 15, 1990. Pay Estimate No. 1 I for work performed from May 31. 1990 to June 30, 1990 was $982,749 and total payments to date equal $8 619,133 or 63N of the revised contract amourt of 13,745,428. Northwest Earthmovers was awarded the contract for the Earthwork which will prepare the site for Phase 11A Aeration Basin and Scconuary Clarifier. -I- 1•,�+r I'70.It7, 1(oq.75 G.�i• • t Ir/1.� 171 Liz 'll7Cl.EO .__, P,LFL' IF-Fe C..TO SUEt.T 4-7 I 4 Por-rAo-w5 -T 1. _ - l Lb'_—,gyp W44��:'-CYf 1 'e.TA.w•.t�.IGN;-SCI NtHA. o OEQ• gip' "` r•r 10 4142-1 1'711.!M 171t 170 S Zc3R 'e ✓62 r».lW f/' ^ r 1'71•to A ' WAL 0 VAILFT FIRE MARSHAL OFFICE e 1 r APF ROVEO . . . . . . . . . . fj A r � a CONDITIONALL APPHOV[D. . . . ... �t3 A APPROVAL OF PLA S 19 NOT AN APPROVAL OF A 6°I.K1 OMISSIOtJS Oji OV SIGHTS sl•eoc,e I7b.G'"s� SL E ATTR D FTTER. .... r � PATli � �1•�� 1.�;--t�' � ``�• tTo, ' `� ,/1.7a , I ,-meq•;.�` i ha.00 MAP b h2 .r ► I -< . A A. 171a A -...`� 'I`lo.C'O I 6 q. 171,9w 6* r t 14t T- IfSI.e'9 172,3c 1 Po 40 1 17' �• 3�6i I Y.ias� I'�2.7t i tl1.�b A• r. /tri IN Pew tL a n: 71.90 Con Tt. fLN,Is' 17Fj• L h e A ti0 1Gq•f Q 10 A ;111.07i ' 171.+50 , I?L.7r1`�__ A A 6-4 IN'IF� IN.w .66 � 1 yy _...�... . *�,)y 14A , IV r1l 'T,v n1.+M 9 q6 pTR�CT U4-fit 4 ^ .�► ��I-r^ r (Pei +. eY� 31 1/,�h /'�7�rwf<�fCi►•'� 3Ph1 1 i sa I Mod 4 i i L,..b ob�••�t- c�d.� •- sus � i I � I .}�� - �:,+j-�:�-- - - ' I --- •---- i gyp. __ _ I - Ito, • ' Part, /& 4^ �(awd.. l •lr�v� ••Pat ! 1 ! art �w� 3 / /9 90 GS 14f1� / (/Iwvy n ��. /f / -�' /•G ty -e w t 4 j -c e h c y J Q- 1-e r- 4a• �f 16 S o b sw �sfti T,9Q� 1 09 . ou / A /h e' star t- d wOr-k �O OL C/ 0. dC/ 4.Aga ca S� ac c �o� an a rirs., .5 IM -� O 1 O �w r S O r-n.�► ri .s� q C •e_ • C_ �l t! f., t r-� �'B 42 Il a. _S� �^ /- � W .G 4 r•G y-.� p w .t J � r�� f 4 � N.c / �h J' �.!.e� µ r O /ac t IU. e4 4 � �C 3O / � tAn kac a••� •r a ►r� p /a c e �I / .� d t�.� N a r K •• 7 A I'-L ,At -�a .� S q ►.� �f w //'t .S n✓ A�.� Q K ei �00 r.c�7 Q r a--'//O �l T .t r t l am l l I O �I b L~�a"� c� ✓ S re w .�� r'o w M L..� �I ✓.t. b �1/r-f Q ., t- l.� e�"l I'Ic n. / C_ a n N -< <�I a J� O � � O 0 gal M/ ? 2 en �./a, S i OLf u►�L MIR q I-AWS ��. M If(i, :�'a - \ I 1 61° . i � ._ � iMR11-UAL4 AG Far- UCA- /,µIEA. z'•a' CCJJTER (TP..) 'VJat LC•J11TL?L fj1r _ --STWDARD FLATUXES-- 30 Gauge Galvanized Roofing with Drip Rail }" Yodulux Ceiling Board }" Interior Gall Paneling T1-I1 Siding with Cedar T-im Siding Color Cape Cod Cray 7'mil Cocposition Tile Floor Trim Color - Pilkrim Red 3*6h Phillips Y.etal Clad Exterior Door Door Color - Cape Cod Cray V 6s Bollevcort, Vinylwrapped. Prehung Wood lntirior Door 4609 Phillips Duel Glazed. Rorirontal Sliding Hill Finish Windows 8' F.uoreeceut lights —Strip Aff IF*AK swo 13125 s.w.Non etid. PLAN CI EEKAPPI�C'IO � CITY ®F' TIFA RDTI23397 PLAN TI CITY - Tigard, Ore d. gor,47223 pEWIrl. COMMUNITY DEVELOPMENT DtF"RTMENT (503)639-4171 DAaT ISSUED c _ TAX MAP/LC►r - — JOB ADDRESS: _ � �� y` --- I AND USE: SUB: " - VAIJIMON: — -- Sp- , NCYrES OWNER /- ., �SaM OF: -- N?,ME: - LAST REISSUr: - ACDRESS: — FLOM PLAIN/ - ----- SENSrI71VE LAND: _ PHONE: �� '6 ' rt0 4 �4v d � i9� %y�C r•��'„'.,. .r��- APPROVALS -,f�JII2ID 'j' -60 � jo C�l( -PLANNING: COI n RACT�l�x ENGINE EPJNG: - NAME' -~ ,a•�fc_ FIRE DLFr - NDDRESS: Com: ----- BUILDERS BOARD 1: _-- EXP GATE: - Bus MVX: - CA10iI (TIONS: _ ,ARQi/ENGINEEQ- _ =3SS DE TIS: NAME: -- - ---- - �_- aniER: _ ADDRESS: _ PHONE: - Of 11E3OCx WAC'IURS: PI,LMI3-, - - MEC;" - - I'I7d:IT ACCT ' DESCRIM-ON A!U[A1r AMO[]Nr PD. BAL. DUE 10-432 00 Building Permit. Fees - -- - -- _- 10-431 00 Pl.im►bing Permit Fees -- — - - --- 10-431 01 Mechanical Permit Fees -- -- " --- 10-230 Ol State Building Tax (5%) -- Building Plumbing Medi ---- 10-433 00 Plans Check Fee -- - Building _— Plumbing - Fiech 30-202 00 S00er O0nnecti0n — - - - 30-414 00 Seger Inspect10n - 51-448 00 Street System Dcv Charge (SDC) 52-449 00 Parks System Dev Charge (PDC) (S ) -- - - 31-450 00 Storm Drainage Syst - _ 10-230 06 Fire -- - �6 ` UTAL RDC APPIJCAT10 SICMTURE ---- --- �� Rpoeived By: --- ------ - -- ---- '1=�Y PXKDe_ived: ,. of/3587P.WPF / JW ( 13125 sw.►ar O e. PZ11N c BU( APMCATION! ��1TY OF T1qA RD rg d Oregon 97223 PIAN Cf�7CK �► � �� ;• , (5W)639-4M PERMIT if COMMUN• Y DEVELOPMENT DEPARTMENT �g �7 DUE LS.SUED — ' JOB ADDRESS: Sv.�e ' TG'* TAX MAP/IJDT - �� _ ! — — I[7T: LAND USE:OWNER _—_-- VAIJBTION: ME. 1. 1 If l !/_ •�' ' L�'"'It•�C'`� REISSUE OF: NA _• ADDRESS: ,� - LAST REISSUE: FU)OD PLAIN/ crM'E LArID: e �' yALs RE J RFD ccxrc•IOR �' E SF ` u�a: -- — Aa)R:ss. � I �, — — F?FE DEPT _ C'TBER.: _- s_ ?IxFn BUIIDQLS MNRD if: EYP DM: , L=/soar rs: — BM TAX: AKNE Iest CAUCLUAWICHS: ! " — -- TEUM DEPAIIS. NAME: _ : ]f3CT�PlIIIAC7UFt.S: FLIN�3: -- -- moi' PiI1MTT f AOCT DLSCRIPT'LON AMt3INT AMXW PD. HALT. DUE 10-432 00 BuildiM- Permit Fees --- "" - -- -- 10-431 00 Plumbing Permit Fees -- —' 10-431 Ol Mech3r•ical Permit Fees -- --- - 10-230 01 state Building Tax (5%) - — --- Bui ldi nig Plu-bing _ Medr _ 10--433 00 Plans Ched: Fee -- -- Build—mg _ — Plimbing med, -- -- 30-202 00 Sewer :t-iOn - 30-444 (30 Sewer 7lspxx=t.irn _.--- — 51-448 00 Street Sysbmi Dev QlargC (SDC) _-- 52-449 00 P-arks S)s m Dev Charge (PDC) 31.-450 00 StOrm Drairi"2 Syst Dev Chrg (SSDC) 10--230 OG Fite - 1U TAL 1 I�'�.Y� --- --------- RDC ---- AI'E'I.ICAW SI(�1A I: Received By• Date Rooei.vrxl: --- ef/358.7P.WIIF - — Suite 204 Telephone: CWC-HDR 206 774-1947 An HDR Engineering,Inc. 300d sWashington Way Company Edmonds, 98020-4127 June 15, 1990 00039-040-002 Unified Sewerage Agency Of Washinf;;ton County Durham Advanced Wastewater -I'reatnrent Plan Excavation Contract ✓ LETTER OF TRANSMITTAL. ��I SUBJECT: Addendum No. 1 � Dear Bidding Document Holders and Prospective Bidders: H D R Please find enclosed Addendum No. 1 for the Durham Advanced Wastewater Treatment Plant- Excavation Contract. Acknowledge receipt of this Addendum by signing and dating the space provided in the Bid Form . Please contact our office should you have any questions. Very truly yours, HDR, INC. ;- 1 John E. Koch ADDENDUM NO. 1 UNIFIED SEWERAGE AGENCY HDR, INC. OF WASHINGTON COUNTY BUILDING C-SUITE 200 DURHAM ADVANCED WASTEWATER LINCOLN PLAZA TREATMENT PLANT 11225 S.E. 6TH ST. EXCAVATION CONTRACT BELLEVUE, WA 98004 PHONE: (206) 453-1523 JUNE 15, 1990 PART I - GENERAL 1.01 SCOPE A. This Addendum "o,-ms a part of the Bidding and Contract Documents and modifies the Project Manual and Drawing: as describe . below. B. This Addendum consists of 2 pages and the following attachments: 1 . Additions to Project Manual a. Page 00822-27 2. Revised Drawings a. Sheet 2, Figure 2.A.1 .1 b. Sheet. 6, Figure 6.A.1 .1 C. Sheet 8, Figure R.A.1.1 3. Plan Holders List as r ' June :5, 1989 (l page) 4. Minutes of pre-bid mee ing of June 12, 1990 (1 page) 1 .02 ACKNOWLEDGEMENT A. Bidders acknowledge receipt of this Addendum by signing and dating in the space provided in the bid Form. PART 2 - PROJECT MANUAL I 2.01 BIDDING REQUIREMENTS A. Section 00020: Invitation to Bid 1 . Change address to Unified Sewerage Agency to read: "155 North First Avenue Fuite 270 Hillsboro, OR 97124" 2. Change first paragraph to read: "Sealed bids will be received by the Unified Sewerage Agency of Washington County at 155 North First Avenue, Suite 270, Hillsboro, Oregon until 2:00 p.m. local time Tuesday. June 26, 1990 for the Durham Advanced Wastewater Treatment Plant - Exc•avation Contract. B. Section 00822 1 . Add: Amendment to the January 1990 Prevailing Wage Rate Booklet, Effective February 1, 1990; gage 00822-27 061590E 00910-1 39-40-02 C. Section 01010 1. Delete 1.04.6.9 which reads: 119. Install exc vation pumping system." D. Section 02200 I. Change 1.02.A.1.a. to read: Ufa. PolyfeltTS500" 2. Change 2.01-F. to rE:id: "F. Filter Fabric fabric 1 Nonwoven polypropylene 2. Water permeability at 0.3 psi , K: 0.4 cm/sec min 3. Grab Tensile: 125 lbs per ASTM 4632 4. Grab Elongation: 50% or greater per ASTM 4632 5. Thickness: 60 mils 6. Weight: 4.5 oz/yd 7. UV resistanze: 800 or more strength retained after, 500 hours per ASTM 4355" PART 3 - DRAWINGS 3.01 REVISIONS TO DRAWINGS A. Sheet 2 1 . Extend 24 foot paved haul road to SW 85th avenue and add gate, Figure 2.A.1 .1 . B. Sheet 6 1 . Provide gate on S.W. 85th Avenue for extended haul road, Figure 6.A.1.1. C. Sheet 8 1 . Revise haul road to extend to S.W. 85th Avenue, Figure S.A.1 . 1 . END OF ADDENDUM i Og910-2 39- 40-02 061590E L=° SW 85 TH AVE CO/VTRACTO 5H/aL[. Y ' I COO�'DlNYMPROVEMffNTS F_PJ7R�`,NCE CONS7RON WITH 9�7'6•'�!E COf�ITA'4R l�Fti.FU,�M//VG .`9(v2� S/�'EET - CUFc'VE DATA �/ _ x 301, R = 200.52' B6 C_ = 104.99' T = 53 . 73' /CURVE DATA 421 =30 —� R .2 .52' T'= 53.73' o �A y ED PKiv �' L yU COC. N,CW PA1/FJMEN MATCH OUTT�R `I E Z/NCV OTH S/DES ,:Tar OF ,Y/S T 865 . ST r I J l N SCALE I"- 50' COORDINATE LISTING �tEMA��S POI,11 K8 N 641027 . 7291 , E 418740.0233 C{ SW 85tH AVE . POINT 859 N 641027.7291 , E 418890.0233 PI POINf 860 N 640974.0000, E 418983.0848 PI POIIIT 861 N 541027. 7291 , F 418836,2941 PC it PO I IJ f 862 N 640827 .2091 , E 418836.2941 RADIUS PO Mt POINT 863 N 641000.8646, E 418936.5539 PRC / POINT 864 N 641174.52001 E 419036.8139 RADIUS P01111 i POIIIT 855 ti 640974.0000, F 419036.8139 PT �111E5E ER TO �'lAURE 2.A. 1 Lkm VANCED WASTEWATER TREATMENT F=10 NO. 4.A 1,t BY CONTRACT N0.1 REF SH 5. EROSION Ct.'NTRAI P"N AL M i EL o .. ♦ �- M SW, T AVE STO 1 Wit« _y DURHAM ADVANCED WASTEWATER TREATMENT FIG NO. 8.A.1.1 JALL EXCAVATION CONTRACT ADDENDUM N LL0.1 m REF SH 8, TRAFFIC CONTROL »oR oauttRna nuc. r r :. �. SWC T AVE / STO r 04 t ADVANCED WASTEWATER TREATMENT FIG NO. 8.A.1.1 BY TION CONTRACT UM NO.1 REF SH B. TRAFFIC CONTROL ALL Nal �1AIK[11IMp Dt PLAN HOLDERS LIST Clifford J. Fullman Co. Slayden Construction P.O. Box 68606 P.O. Box 625 Portland, OR 97268 Stayton, OR 97383 659-5890 Eudaly Brothers Daily Journal of Commerce 6920 NE 42nd Ave. P.O. Box 10127 Portland, OR 97218 Portland, OR 97210 288-7469 X74-0624 Humphrey Construction Construction Data P.O. Box 907 11;15 SE Madison 'Woodenville, WA 98072-0907 Portland, OR 97214 488-2400 234-0281 Benge Construction Co. Construction Data 333 S. State Street 925 NW 12th Suite V-194 Portland, OR 97209 Lake Oswego, OR 97034 225-0200 222-4047 G.V.S. Contracting_ John L. Jersey & Sons, Inc. 3815 Coffey Lane 7015 NE 42nd Newberg; OR 97132 Portland- OR 97218 625-6832 287-4181) C & M Construction, Inc. Coffman 'Excavation 13805 S.W. Tualatin Sherwood Rd. P.U. Box 687 Sherwood, OR 97140 Oregon City, OR 97045 625-5289 656-7000 Salem Contractors Exchange Bones Construction, Inc. P.O. Box 12065 3508 SW 209th Salem, OR 97309 Aloha, OR 97007-1028 362-1957 J. L. Arndt. Construction Co. Northwest Earthmovers, Inc. 2176 NW Marine Dr. P.O. Box 1467 Troutdale, OR 97060 Tualatin, OR 97062 66b 7W 624-0363 Ken Leahy Construction, Inc. P.O. Box 489 Cornelius, OR 97113 ' 357-2193 Qu3144ty Rock Co. 21630 SW Farminyton Rd. Beavertun, OR 97007 591-72.52 Kizer Excavating 3765 Riverside Dr. McMinnville, OR 97128 472-4919 � � 1 MEETING MINUTES - DURHAM ADVANCED WASTEWATER TREATMENT PLANT EXCAVATION CONTRACT Pre-Bid Conference June 12, 1989 The Pre-Bid Conference for the Durham Advanced Wastewater Treatment Plant Excavation Co,itract was held on June 12, 1990 at 1:00 pm, Tigard, Oregon. Those attending were as follows: John Koch Mike Eudaly HDR Eudaly Bros. 300 Admiral Way 6920 NE 42nd Fc+ponds, WA 98020 Portland, OR 97218 (206) 774-1947 (303) 288-7469 lii ice Perkins Brad Davis FiDR Elting, Inc. (.503) 684-8145 P.O. Box 366 Clackamas, OR 97015 Dave Roberts (503) 656-0954 Clifford Fullman Co. Portland, 012 Donnie Martin (503) 659-5890 NW Earth movers P.O. Box 1467 Cliff Fullman Tualatin, OR 97062 Clifford Fullman Co. (503) 624-0363 P.O. Box 68606 Portland, OR 97268 Brian Pranger (50 3) 658-5880 Bcnge Const. Co. 3-,3 S. State St. Gary VanderSander Lake Oswego, OR 97034 Harold Sorratt (503) 222-4047 G.V.S. Contracting 3815 Coffey Lane tarry Snodgrass Newberg, OR. 97132 Glenn Jav (503) 625-6832 Ken Lealy Construction P.O. Box 489 Dennis Lively Cornelius, OR 97113 Unified Sewerage Agency (503) 3 57-2 193 155 North First Avenue Suite 270 Hillsboro, OR 97124 ion ction requirements called the l meeting b ding together in an the Durham effort to Advanced the N5'astcwatcr1tTreatment "Plant requirements lc Ex-:,lvation Contract. Following is a summary of the meeting. -i- MMEEIRIM I. introduction of Owner and Engineer John Koch from HDR, Inc. opened the meeting and introduced himself 'is the Project Fngincer and Brice Perkins from HDR working in the field. Dennis Lively is the Owner's representative from the Engineering Department. ll. Description of Work The bulk of the project is approximately 90,000 cubic yard of dirt that will be excavated from the area for a new aeration tank and new secondary clarifier. Prior to that being done, we are required to comply with the new erosion control requirements. Ill. Construction Phasing 'Erosion control, truck wash facility, parking lot, and haul road are required before material can be hauled off-site. iv. Geotechnical Issues A. Sheeting There are two areas that wilt require vertical restraint. One in the aeration tank and the other in the Clarifier area. B. Requirements of Oregon OSHA Notification from Oregon OSTIA that their requirements will be effective on this project. HDR stated that the design and implementation of the regulations is the contractors responsibilities. Contact for OSHA is George Vorhauer and Greg 1`iutt, telephone number (503) 229-5910. V. Construction Staging and Traffic HDR stated that as soon is the low bidder is established, shop drawing submittals should be submitted immediately (i.e.. asphalt, fencing, piping, etc.) A traffic plan submittal would need to be made to the City of Tigard for their approval. Insurance and bonding requirements would need to be submitted to the Unified Sewerage Agency. Disposal of material is the contractor's responsibility. Contractor will have the use of the entire parking lot. If contractor expects to exceed the 200 parking spaces, he most submit a parking plan. Limits of consti uction arc show on plans. There will be other construction on all sides of the excavation area. Stockpile area is located at the entrance and staging area is cast of the parking lot. The Unified Sewage Agency will acquire the excavation permit,but the contractor will need to sign for ;t. Any additional permits, such as disposal or onsite permits, is the contractors respons;bility. -2- � � r or may do If dewatering is gs anddthisls`�usthe r be responsibility the plant personnel. Anything additional borings an installed for dewatering that is permanent to the installation will remain onsite. submittal is required for dewatering/shoring. Unified Sewerage Agency stated that it is their intention to give the Notice to Proceed by July 17th. Working hours are from 7:00 am to 7:00 pm The contract time is 60 calendar days. VI. Addendum ;terns dendum ite.��s, Prevailing Wage Rates and Location of Bid There will be at least 2 ad Opening. ' t i BUREAU OF LABOR AND INDUSTRIES su"�h Mary Robert;. Commist;oner PAID I D �kc ase IMPORTANT NOT.CE CONCERNING PREVAILING WAGE RAo:c: AN A.;ENDHENT TO THE JANUARY 1 , 1990 PREVAILING WAGE RATE BOOKLET FOR OREGON Effective February 1 , 199U �. i Theme are two rates in the current Pre�lailinq Wage Rate booklet wh4ch will be amendce February 1 , 1igU. One concerns the "less than 100% rates" for Truck Drivers and the other cor,erns fringe benefits for Sheetmetal Workers, Area 1 . The amended rates ar,pear below. BASIC HOURLY FRINGE 1RADES _i RATE_ BENEFITS "HEE_IMETAL WORKERS ixea 1 17..40 4.97 TkUCK DRIVCRS Zone 1 (Base Rate) : Less 4han Frinqe 100% 100, Benefits u Group 5 13.40 16.06 5,20 THESE AMENDED RATES APPLY TO PROJE' Ts FIRST ADVERiTSED ON OR AFTER FEBRUARY 1 , 199-:. ALL OTHER RATES IN THE JANUARY 1 , 1990 PWR BOOKLET REMAIN THE SAME. OOH22-27 INSPECTION NOTICE City of TPgard Building UPoartment 1 ? P.O. Box 23397 I t I Tigard, Oregon 97223 I / Ph e: 639-4175 Type of Inspection I Date Requested_� -� 1�---/i Time_ A.M.— P.M. Address Permit #.G /1 Lot # Owner ---- Ruilder — "ihe following Building Cr de deficiencies are requited to be corrected: TT- - -- Approved Presented to -- _ --- [ Uisap,_roved Inspector Date - — CALL POR FOR REIN; PECTION CJ YES ❑ NO TUA]LATIN VALLEY FIRE & )RESCUE AND BEAVERTON FIRE DEPART'MEN'T ' 4755 S.W. Griffith Drive• P.O. Box 4755 • Be,verton, OA 97076 (503) 526-24469 • F.4-X 526-253h March 8, ]990 Unified Sewerage Agency t 16585 S.W. 85th Tigard, Or,, gon 97223 Re: General Storage Unified Sewerage Agency .16580 S.W. 85th Gentlemen: This is a Fire and Life Safety Plan Review •and is based on 02 1985 editions of the Fire and Life Safety Code tUBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and ether local ordinances and regulations. Plans are conditionally approved so;iject to the following items: lgote: Flammable or hazardous materials shall not be stored in this building in access of those specified in Table 9A of the Uniform Building Code. If hazardo,is materials or flammable or combustible liquids are stored in this building, then building shall be reclassified from Group B Division 2 contemplating general storage t., a Grnup H contemplating hazardous occupancy. 1. Address Required: rhe tenant space number must be prominently displayers on the street front where it is readily visible to drivers and offices of responding fire apparatus and other emergency vehicles. UFC Sec. 10.208 2. Fire Extinguisher Requirements: Not less tha.i one (1) approved fire extinguisher(s) with rating of not less than 2AlOB:C shall be provided for each 1,500 squame feet of floor area or fraction thereof. The travel distance to an extinguisher from any portion of the building shall. not exceed 75 feet. UFC Standard 10-1 3. Exterior Exit Door: Hardware for the exterior doors and key operated deadlocks may be permitted where there is a sign posted Unifie8" Sewerage Agency "Workhil ;j,nke Detectors Save Lives s 71 March 8, 1990 Page 2 on or over the door. reading, 'THIS DOOR MUST REMAIN UNLOCKED DITRING BUSINESS HOUR,,'-, in letters not less than one-ins on a "ontrasting background. UBC Sec. 3304 h in height. 4 . Approved Plans on Job Site: One set of a proved ag ptamF.s of the buildin de artment issuin theplans bearing the construction and this offir perr Office must Le maintained on the ehughout all phases of construction and must be made availabletobuilding acid fire inspectors for reference during required construction inspections. UBC Sec. 303 5 Required Occupancy Certificate: Prior to the use anc' occupancy of theeqproier:t (space) ,I ) , a certificate of occupancy or other written instrument of approval. must be obtained from the building department issuing the construction permit. [TBC Sec. 307 If I can be. of any further assistance to you, please feel free to me at 526-2502. contact Sincerely, I c i Gene BirchilI Deputy, Fire Marshal. :,B:kw cc: Tigard Building Department Farm Land Struc'.ures DURHAM �► ADVANCED WASTEWATER TREATMENT PLANT PHASE I EXPANSION >Vfa rch 8, 1990 06 DATE: CONSTRUCTION PROGRESS REPORT NO. PROJECTED EXPENDITURES ACTUAL EXPENDITU9ES 15 V) SD- - - _G 5 t• 0 A S 0 N D F M A M J J A S 0 N D F 1909 1990 1991 All the concrete work on the Primary Clarifier 1-is been compicted and the primary and secondary clarifier equipment has begun to arrive at the site. installation of piping in the Pr�mnry-Sludgc Pumping Station has started..Forming of the walls for the Primary Influent Flow Split Dox has started. All the exterior and interior walls on the lower Icvcl of the hcadw•orks are poured with reinforcing steel and forms being set at elevation 172,0 for the flow channels and grit basin.. Installation of the 60-inch primary influent line is complete and the 54-inch primary infl,lcnt line has begun. At the end of February 1990, 293 shop drawing were submitted with 288 total shop drawings reviewed and returned to the Contractor. Construction progress on the pipelines is ahead of schedule. `,York at the Primary Clarifier is on schedule; however, work at the headworks is approximately 50 days behind schedule. t ummar The contract was 205 days into constrLXtion as of February 28, 1990. This is 24% of the contract time. Change Ord(.r Number I for the modifications to the Primary Influent Flow Split Dox and other miscellaneous changes has been signed in the amourt of $124,802. Pay estimate No. 7 for work performed froln January 31, 1990 to February 28, 1990 was $534,741, and total payments to date equal $4,120,292 or 33% of the total contract amount. cnNOFTIVARD RD COMMUNfTY DEVELOPMENT UEPA(RTMt --- _---- 75 1:7925 SW � Firth BNd P.O.Bart 2x!47.T9&d.Or+po� __----- CITY OF AFtD BUTT❑TNG pESMIT— - PERMIT #. . . . . . . BUP90-0051• PRIM. PERMIT f. : BUP90-0051 DATE ISSUED: 03/01/90 PARCnL: 2S113B0-00600 SITE ADDRESS. . . : 16580 SW 95TH AVE ZONING. I-P SUEDTVISION. . . . : dl,OCK. . . . . . . . . . : LOT. . . , . . . . . . . . : --A1$AHh --•-------•-------------- ----------- ------_---- ---------------------- REISSUE; CLASS OF WORK. :NF.W FIRST. . . . .2100 Bf N: S: W: TYPE OF USE. . . :IND SECOND. . . : of PROTECT OPENINGS?---------- TYPE OF -ONST. :5N THIRD. . . . : sf N: S: E: W: pWXUPANCY :RP• :B2 TOTAL------:2400 sf ROOF CONST:A FIRE RET?:Y OCCUPANCY LOAD:8 BASEMENT. : Bf AREA SEP. RATED: ST0R. :1 HT. :14 ft GARAGE. . . : of OCCU SEP. RATED: ------- BSMT7:N MEZZ?:N REQD SETBACKS-------- REQUIRED------------ FLOOR LOAD. . . . :125 psf LEFT: ft RGHT: tt FIR SPKL:N SMOK DET. . :N FRNT: ft REAR: ft FIR ALRM:N HNDICP ACC:Y DWELLING UNITS-2 PRO CORR:N PARKING: BEDRMS: BATHS: IMP SURFA 'E: Remarks: corstrvct 40ft by 60ft pole bldg for equip. storage, etc. ---------------- FEES -------------- lwner: ---•------------------ type amount by date recpt FARM-LANE STPU(i::URES PRMT $ 122.50 221-: SO. HIGHWAY 99E PECK $ 79.63 CANBY OR 97013 FIRE $ 49.00 / SPCT $ 6.13 phc,ne 266-7200 PAYM $ 128.78 JHJ 02/15/90 107356 Contractor: ------ --------------------------------------- _--- PAYM $ 128.48 JLH 03/01/90 CONTRACTOR NOT ON FILE $ 257.26 TOTAL Phone M: Reg #. . - ------- REQUIRED INSPECTIONS ------- Foot/Found !nap This permit is issued eubj �ct to the regulations contained in the post/Ream Insp Tigard Municipal Code, State of Ore. Specialty Codes and all other ab Insp applicable laws. All work will be done in accordance with Slab Insp approved plans. This permit will expire if work is not started Roof naiinglnsp I within 180 days of issuance, or if work is suspended fir more Shear Wall Insp _ than 130 drys. Final Inepection pec-mittee SignatuL&2 - Za-�7-- issued By: By: - Call for inspection - 639-4175 :RADING/EP STON CONTROL INFORMATION GENERAL CONTRACTOR NAME&ADDRESS: CASEFILE NO.: _ y'':". r e�•l t� :+rr' r u '*7 PERMIT NO.: r.4 ..4111 " APPLICANT NAME AND ADDRESS: EXCAVATION CONTRACTOR NAME&ADDRESS: " OWNER NAME AND ADDRESS: 7;e.A 0 . /',^ , ``> >L4 TELEPHONE NUMB2RS: APPLICANT_„r��/ - 2- _ PROPERTY DESCRIPTION: OWNER �. y`.p c� STREET ADDRESS AND CROSS STREETILOC:ATED �' ;_ - rte, G,--NERAL CONTRACTOR: EXCAVATION CONTRACTOR: SITE/JOB: C�-�` ti�•� �', -- .. LEGAL DESCRIPTION: 24 HR/AFTER HOURS EMERGENCY TAX LO',NO.: ::ONI ACT PERSON,TITLE,TELEPHOME: 1!4 SECTION: - �.rr SITE SIZE, ACRESt DISTURBED/WORK AREA,ACRES: LOCAI i"N&ADDRESS WHERE SPOILS L :AVING SITE WILL BE TAKEN SITE RUNOFF DRAINS TO: CIRCLE ONL') 0r10TE:PERMITS MAY BE REQUIRED) CATCH BASIN DITCH PIPE CREEK Tl' hfi'Y'L G'�C (r^rc,CLF.ONE) PRIVATE PR0PI R-.TY�-� L PUBLIC RIGHT OF WAY ERQSION/SEDIMENTATION CONI ROL_ MSCIMEASURO MINIMUM ESC RLQUIREMENTS MINIMUM ESC REQUIREMENTS DURING CONSTRUCTION: FOLLOWING CONSTRUCTION: SEDIMENTATION FACILITIES STABILIZE EXPOSED SURFACE STABILIZED CONSTRI ICT'ION ENTRANCE REMOVE AND RESTORE TEMPORARY ESC PERIMETER RUNOFF CONTROL FACILITIES CLEARING AND GRADING RESTRICTIONS CLEAN AND REMOVE ALL SILT AND DEBRIS COVER PRACTICES ENSURE OPERATION OF PERMANT FACILITIES CONSTRUCTION SEQUENCE OTHER_— _ OTHER PLAN FOR EROSION CONTROL.PREPARED AND SI IBMITTE.D IN ACCORDAI`ICE WITH"TECHNICAL GUIDANCE HANDBOOK". EROSION CONTROL PLAN DRAWING,AS REQUIRED,HAS PLAN CONSTRUCTION NOTES COMPLETE,INCLUDING EMERGENCY PHONE NUMBER, SCHEDULE/STAGING FOR INSTALLATION AND REMOVAL.OF EROSION CONTROL MEASURES,AND APPLICABLE STANDARD NOTES. I HAVE READ AND WILL COMPLY WITH'THE ABOVE AND WILL CONSTRUCT AND MAINTAIN ESC MEASURES AS NECESSARY TO CONTAIN SEDIMENT'IN THE CONSTRUCTION SITE. OWNER SIGNATURE i APPLICANT SIGNATURE • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • f • • • • • • • • • • • UITICIAL USE ONLY RECEWT DATE ACCEPTED FI;I_ NUMBER RECEIVED BY_ J__ C11YOFTIGARD CW11 i 000MMUNITY DEVELOPMENT DEPARTMENT AliD."� 1312.5 SW Hall Blvd. P.O.Box 23397,Tigard,Or 213(503)039-4175 MEC90 0012 X39=�YI1— :-MEC90-=IIUI2- -1 DATE ISSUED: 01/23/90 I i ITE ADDRESS. . . : 16580 SW 85TH AVE PARCEL: 2S113B0-00600 ZONING: UBDIVISION. . . . . L.00K. . . . . . . . . . . LOT. . . . . . . . . . . . . . ----------------•----------- LASS OF WORK. . :ADD FLOOR FURN. . . . : EVAP COOLERS: 'YPE OF USE. . . . :IND UVIT HEATERS. . : VENT FANS. . . : CUPANCY GRP. . :B2 VENTS W/O APDL: VENT SYSTEMS: TORIES. . . . . . . . :3, BOILERS/COMi�RE3SORS HOODS. . . . . . . : FUEL TYPES------------ 0-3 HP. . . . : DOMES. TNCIN: /GAS/ / / 3-15 HP. . . . : COMML. INCIN: tAX INPUT:400000 BTL' 15-30 HP. . . . : REPAIR UNITS: IRF: DAMPERS7. . :N 30-5U HP. . . . : WOOCSTOVES. . : AS PRESSURE. . . :M 50+ kip. . . . : CLO DRYERS— : 0. OF UNITS---------- AIR HANDLING UNITS OTHER UNITS. : URN < 100K BTU: <= 10000 cfm: GAS OUTLETS. :4 URN >=100K BTU:4 > 10000 ilemarks: install 4 unit htrs in tunnel space. I ------------------ FEES -------------- �h type --- ---------------------•---------- ARKMAN INc. type amount by date reept 955 SE ASH ST. PRMT $ 42.00 PLCK $ 10.50 ORTLAND OR 97216 5r CT $ 2.10 hone #: 255-9923 PAYM $ 54.60 JLH 01/23/90 .ontractor: ------------------------------- NOT ON FILE -----------------•-----------------.--- hone #: $ 54.50 TOTAL leg #. . : _______ REQUIRED INSPECTIONS --------• his permit is issued subject to the regulations contained in the Gas Line Insp igard Municipal Code, State of Ore. Specialty Codes and all other Mechanical Insp licable laws. All work will be done in accordance with Heating Unt Insp _ Eroved plans. This permit will expire if. work Is not started Final Inspection hin 180 days of issuance, or if work is suspended for more --- — —— han 180 days. -- - - ermi.t.tee Signatura - slued BY lel ------ -- ----- Call for Inspection - 639-4175 i I t0� CITY OF TIGA D MECHANICAL (PERMIT. J Permit # 4a— Q2 r i 131_25 SW HALL 5LVD- $�}( 23397 [hescription CITY PRICE AMT P. 0. Table]A Mechanic:I Code ,_J� TIGARD, OR 97223 .0. -0- 10.00 1) Permit Fee _ (503)639--4175 3.00 7 Suppbamental Permit _.—.—�----Name of OevuloprtheM ) -__.__-------- t),5 Furnace to 100,030131 U 6.00 - Job AddresscJS-•tom incl.ducts A vents Address Furnace 100.000 BTU + 7.50 30,(, Tax Lot Mal'No. 2) incl.ducts 8 vents Lot Block_! Subdivision - Floor Furnace 6.00 "---- Name for name ss) 3) incl.vent -- F:f�•F,Ch[ Ars No V - 6.00 W Phone 4) Suspended heater,wall heater ess or floor mo Mailing Addrunted heater - Owner Vent not incl.in 3.00 CitYiStale - -------- Zip I 5) appliance permit - _____ Repair of heating,relr ig., 6.00 Name(or name-1 business) 6) Cooling,absorption unit -- -- Boiler or comp to 3 HP 6.00 Ma;i,e�Aed os� v - X101° — 7) absorp.unit to 100,000 BTU _ occupant -- Boiler or comp to 3 HP-15 HP 11.00 city►State - Tip 8) absorp.unit to 500,00- - Boiler or comp 15-30 HP 115.00- Name 9) absorp.unit'h 1 million ��L �SS�9 I Boiler or comp to 30-50 HP 2'2.50 _ Plwne Mailir Address 10) absorp.unit 1 -1.75 million_ C, 1 r y ��l 'w� Boiler or comp to 50 HP 31.50 Contraclo, Zip 11) absorp.unit 1,750,000 BTU -__ _ - GityiStals ----- �TL Air handling unit to 4.50 State Registraton No. City Sus.Tax No. 12) 10,000 CFM i Re5'_I t,�) Airhandlni g nu it 7.50 c that 1 have read this appitcation that the intormatron given is 13) 101000CFM 4 htreb� ackrhowlydg- Non portable 4.50 coned,that I em the owner or auttxzrized agent of the owrher,that pans'Beard.i are ah 14) cnmplianre with Stale Itws,that I am registered with the State Builders'Beard,if-at the evaporate Cooler nnmtNr given is correct 111 exarrpt iron state registration FJease give reason below). Vent Ian COMQCted 3.00 15) to a single duct - -- - __ Ventilation system not 4.50 - -" -- -- 16) included in appliance permit _ - --- -- - -- Mood served by 4.50 17) mechanical exhaust --- (f-y Date 18) Domestic type 7.50 %ignattee(owner or agent) — incinerator _ "'- lt ❑ addition aeration El Commercial❑ 'Describe work U Commercial or industrial 30.00 tial to be done residential ❑ _ non-residenC_l 19) type incinerator - Existing use of ---_ Other i.e.,woodstove,water _ 450 J 20) heater,solar,clothes dryers,etc. b,jdding or properly --- -- - Proposed use of 21) PdS piping one to four outlets 2 00- �Q building or property --------- ---- —- as ❑ 1-1Type of fuel- natural LPG 0 electric oil ❑ 9 22) More than 4-per outlet -NOTICE SUB-TOTAL A"le _ - THIS PERMIT BECOMES NULL AND VOID IF WORK OR C,ON - 5%SURCHARGE , ID STRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 130 16),50 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR _ PLAN PEVIEW 25%OF SUB-TOTAL -- 5g�11/ ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER - TOTAL WORK IS COMMENCED. ' Special Conditions _ - Date issued y- r INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 ✓� Phone: 639-4175/ Type of Inspection c� Date Requested G Time A.M. L�Yb.M. fC C � Address' / dy ✓CIL - Permit #_� Owner Lot # _ Builder The following Building Code deficiencies are required to be corrected: ----- ----------- _ Prevented to _ —__' r Approved Inspector -�_----- ------------ -- - -- Disapproved Da to a _ X CALL FOR REINSPECTION ❑ 'Y88 ❑ NO INCPECTION NiTICE /11 City of Tigard Building Department P O. Box 23397 Tigard, Oregon 97223 Ohone: 639-4175 Type of Inspection ---��c� ✓ --- -- -- "�--- �. Date Requested— y�_�y y _ Time — A. -_P.M. Address �r'S<J __ Permi: # Owner�( �G �� ' ��t1�–�t----- Lot Builder The follow;ng Budding Cnde deficiencies a•e requ.*red to bn corrected: presented to _ __ ___---- Approved i inspector C .- ------ - ----- 1sapproved t rL Date CALL FOR REINSPECTION Cl YES El NO INSPECTION NOTICE City of Tigard Building Department P.O. Box 23397 Tigard, Oregon 97223 Phone: 639-4175 Type of Inspection Date Requested TidP.M. Address Permit 149-5-& — Owner Lot # -- Builder The following Building Code deficiencies are required to be corrected: A ee PtPsented to Approved inspector E, Disapproved j JCJV Dite CALL FOR REINSPECTION DYES ONO 04 / °1 L� �. PR ECT NO WASHINGTON COUNTY INSPECTION CARD DEPARTMENT OF LAND USE AND TRANSPORTATION PE ..a NO. FOR INSPECTIONS CALL: 640-3561, 24 HOURS ] FOR INFORMATIOi, CALL: 640-3470 DATE to ADDRESS % - PERMITEE - DIRECTIONS ___ - PHONE NO. -- — � BUILDING MISCELLANEOUS C�PLBING _ ELEC'RICAL ft9 post/beam nail mobile home around rain drain temp servtice fdn frame aprun/ eood stove post/beam storm sewer cover 6 service sidewalk FINhL slab insul solar top-out FINAL FINAL qas test OTHER —_— ------- - ----- — -- NOT APPROVED ❑REOUESTED INSPECTION STOP WORK UNTIL: APPROVED REPAIR AND RE-INSPECT APPROVED HOWEVER NOTE: Ej J4—,Pf 0'j` — 42 DATE 0111!•se—f 'w OT"YOFTIVARD BUILDING VERMI7 �n•�U; PERMIT NO. : BLIB91060 uTr of 11�.aRn 1 oneooa COMMUNITY DEVELOPMENT DEPARTMENT 1\ TE ISSUED: 10/2E✓89 13195 S W 1.10 Blvd.P.O.Bor 23397.Tigard.Oregon 97223.(503)53941175 r , 1 Nn_ JOB ADDRESS: 16580 SW 85TH AVE TAX MAR/LOT SUP' DURHAM TREATMENT PLANT, IT. Rr LAND USE: LOT SIZE: VALUATION: ,` 10.000 SETBACKS FRONT: FEAR: WORK CLASS: ADDITION LAELt_.LIN ITS: LEFT: RICIHT: USE TYPE: COMMERCIAL NO.BEDROOMS: E.XT.WALL CONST: CONST.TYPE: VN NO.BATHS: N: S: E: W: OCCUP.GRP. . H? PROT.OPENINGS: OCCUP.LOAD 16 �!. S: E: W: 1T0rAL AREA: x192 NO.STORIES: 2 1ST: 912 ROOF [,3NST: R FIRE RET? YES HEIPHT: 18 2ND: 2280 AREA SEP'AR'? NO RATED: NR DASEMENi? NO 3RD: OCCt1P.SEPAR? NO RATED: NR MEZZANINE? NO NASEM'T FLOOR LOAD: 125 GARAGE: FIRE SPPKLR? NO ALARM? Nrl FLOW(GPM) DETECT? NO GgRp%p WC) --- uFol_�yA.�.:--�ifaS--.-----------�R-AC.Ca)<a•--- ------ PLAN CHECK, BY: JhJ REMARKS: 2nd far storage add'n. 1st flr remodel REISSUE OF NO. to close in office spar_e LAST REISSUE —� FEta. 0PERMIT $80.50 W Unified sewer:4geAgencr N 16580 SW 85th Ave PLAN REVIEW $52• 32 E $32.20 R 1igal,d OR 97224 FIRE DEFT PHONE (503) 684-4609 I STATE TAX $4.03 OTHER C DEVELOPMENT CHARGES: 0 SDC(STORM) N T SDC(STREET) R PDr.(a ? A PREPAID ( $201.25) 7 0 R .0TAL: $-32.20 RECEIPT NO. This permit is issued subject to the regulations contained in Title 14 —_— al the TMC State of Oregon�Necialty Codes. z-.linq regulations and all other aprlicable codes and ordinances. and It is hereby PEOUIRED INSPECTIONS Agreed that the work will ae done in acrordance with the plans and SL.f;B ;peclhcations And in compliance with all applicable codes and -.R()M.NG u.finp.nces The 13suance of this permit does not waive restrictive INSULATION r:>ytnA 119 Contractor and subcontractors shall have currAnt city uslne:s tax permits This permit will expire and become it and GYP'. BOARD ,uid if wo k is not started within 1 B0 days.or if work Is suspended or FINAL thandoneo lot a ptitiod of 190 days any time after work has mmenced h shall be the responsibility of the permittee to assure t11._, required inspections are requested and approved PrinitiPP Srgn+al- / Issued By I��- �CAtt-iPLtR�NSf :f Tft+14-6�4=z1I 7'f- v SEPARATE PERMITS REJUIr,ED FOR WORK O'rHER THAN DESCRIBED ABOVE DURHAM ADVANCED WASTEWATER UfA TREATMENT PLANT EXPANSIONS LATE: April 15, 1993 CONSTRUCTION PROGRESS REPORT N0. 42 0 CHEM PHASE 35 x 10 0 A S 0 N D J f 4 A N J J AS 0 N D J r Y A N J J A S 0 N D J 1991 1997 199) 1994 Status St>`mmary as of March 31, 1993 Chemical. Contract Time -- Days into Construction 582 Percent of Contract Time 66°io Contract Payments -- This Month $1,803,608 Contract Payments -- Total to Date $23,994,968 Percent of Contract Amounts Including Change Orders 76% Shop Drawings Submitted to Date 659 Number Returned to Contractor 658 a rt 1 y Chemical Expansion Phase: During the month of March,Wildish Building Company continued working at the Digester Complex. The work entailed the continued installation of electrical wiring for the engine-generator set, boilers, sludge G' thickening pumps and their accessories. Heat loop pipe testing was also preformed. Heating,Ventilating and sir Conditioning LD units also continued to be installed at the complex. At the Sludge Thickening Facility, :oncrele work continued with the placement of precast walls,roof panels and the upper suspended slab. Concrete masonry units continued to be placed for the motor control room. The placement of centrifuges, motor control centers and switch gear was completed and wiring of these units began. Installation of sludge cake piping,along with the wiring to the motor control centers and control panels continued at the Sludge Loading Station. All cast in place concrete walls,parapet walls,and slabs were completed for the Chemical Feed Building. Installation of the chemical feed piping and pipe support systems, continued throughout the building. Demolition work was completed at Aeration Basin No. 2, Chemical Clarifier No. 2, and tht: existing Filter Tunnel. Installation for the new piping and valving systems for the demolished areas began. A concrete restoration system was applied to Aeration basin No 2. In the tertiary treatment area, chemical sludge pumps, effluent recycle pumps, and filter control valves were being installed. The new primary sludge pump 4(W) was placed into operation. Excavation worked continued on site for the Chemical Clarifier influent channel, irrigation - lire protection line, 6" site irrigation line, and 30" !low equaliza!ion line. DURHAM ADVANCED WAS-A'EWATEF Ufr.1 "TREATMENT PLANT EXPANSIONS DATE: March 22, 1993 CONSTRUCTION PROGRESS REPORT NO. 41 CHEM PHA '_'IE 30- 20- A U79 A S 0 N 0 J f M A M J J A g 0 N 0 J t M A M J J A S 0 N 0 J 19'11 1997 1993 1994 SLmjj summary as of February 28, 1993 Chemical Contract Time -- Days into Construction 5.51 Percent of Contract Time 63% Contract Payments -- This Month $1,394,494 Contract Payments Total to Date $22,191,360 Percent of Contract .-.mount Including Change Orders 70% Shop Drawif_gs Submitted to Date 630 Number Returned to Contractor 624 Chemical Expansion Phase: During the month of February, Wildish Building Company began the testing of the following piping installed in the Digester Complex: natural gas, digester gas, and hot %nater loop. The installation of electrical wiring and terminntions at Control Panel 10010 continuedin the digesters. At the Chemical Feed Building, installation of the Lime Slaking equipment continued. Concrete work also continued with the formation of exterior walls. At the Sludge Loading Station, installation of piping began for the following: high pressure wash system, sludge cake, and non-potable water lines. Motor operated ball valves were also installed in this area. Installation of Heating, Ventilating, and Air Conditioning units and duct work began at the Sludge Loading area. Construction of the facia support system also began in the Sludge Loading area. At the Sludge Thickening Facility, concrete work continued with the placement of beams,suspended slab, and columns. Concrete masonry units were being placed for the Motor Control Center Room of the facility. Piping for the roof and floor drains began at the facility. In the existing Preliminary Sludge Pump Station, two new primary sludge pumps were installed. From Primary Clarifier No. 4 to the existing Primary Sludge Pump Stations non-potable water and sample lines wei a installed. Demolition continued at Aeration Basin No. 2 and began in the Chemical Clarifier 2A and 2B areas. DURHAM ADVANCED WASTEWATER Uff; TREATMENT PLANT DATE: September 27, 1993 CONSTRUCTION PROGRESS REPORT NO. 47 '• CHEM PHASE ]S _ 30 25 20 ,D 5 A 5 0 N D J f 11 A 1J J J A S 0 N 0 J f M A M J J A S 0 N 0 J losa loos 404 tatus Summary as of August 31, 1993 h mi 1. Contract Time -- Days into Construction 734 Percent of Contract Time 83% Contract Payments -- This Month 5824,590 Contract Payments -- Total to Date $29,780,563 Percent of Contract Amounts Including Change Orders 93% Shop Drawings Submitted to Date 701 Numbca Returned to Contractor 700 Chemical Expansion Phase: For the month of August, the Digesters have been operational without foaming or pH Nproblems. Wildish continued to work on the Engine-Generator set so that it will operate on digester gas. The thickening centrifuge performance tests have been completed. At the Chemical Feed Building,95%of the pump and piping installations L i-- were completed and intensive pipe tests began. Electrical panels,Motor Control Centers,and control panels continued to be wired in the control room. Finish work also continued in the lunch room,control room, and laboratory. Act,tion Basin #2 �? work was near completion and the clean water testing is scheduled for the first week of September. Rehabilitation work continued for Chemical Clarifier #2 with sandblasting to the effluent launders and drive equipment. Rehabilitation work for W converting the ecarb basins to chlorine contact cha►nbers also continued and was 75% completed. Tube settling module supports were installed in Chemical Clarifier#3. Pump and piping installation for the reuse and flow equalization system was 98% complet-. and painting of the equipment has begun. The RV dump station was completed and made available for the publics use. Site grading, paving, curb and gutter work continued and nears completion. DURHAM ADVANCED WASTEWATER TREATMENT PLANT r DATE: November 11, 1993 CONS'T'RUCTION PROGRESS RF.PORT NO. 48 CHEM PHASE •1 4 t N N _ N Ih IMI I IMI Y INI r� SUPPORT FACILITY 3 -- 0 wI IMI `itatus Summary as of a Wtuber 30. 19 -9 h mi _ ,Syph Facility Contract Time -- Days into Construction 764 21 Percent of Contract Time 86% 5% Contract Payments -- 'i hiF Month $643,623 $80,526.00 Contract Payments -- 'Total to Date $30,424,166 $80,526.00 Percent of Contract Amounts Incl-ding Change Orders 95%r, 2% Shop Drawings Submitted to Date 707 9 Number Returned to Contractor 707 9 Chemical Expansion Phase: For the month of September, the Engine Generator was placed on line to run on digester gas at 95% full load in order to provide a reduction in waste gas burning and energy consumption. At the Sludge Loading Station, the installation of sludge loading hoppers and live bottom conveyors began. On September 9, 1993,Aeration Basin No. 2 was placed into full service. Demolition . id rehabilitation work for Aeration Basin No. 1 then began. Chemical Clarifier No.2 is being utilized for a chlorine contact chamber until Chemical Clarifier No. l and Chlorine Contact Basin No. 1 are completed and placed into sci vice. Demolition of Chemical Clarifier Nc;. 1 began, while concrete topping slabs were placed in both Primary and Secondary Clarifier No.3. At the Chemical Feed Building„pipe tests were completed and control wiring installations continued. Installation of chemical storage tanks continued. In the Filter area, pipe installation and painting were 95% completed. Painting also began for Primary Clarifier No. 4. Site grading, curb, gutter and paving were 98% completed. Site fencing was completed. Support Facility: Ron Construction mobilized on site and began to provide erosion control measures and temporary site fencing. Site work ex:avation was competed for the building,parking arca, gas and water line relocations. Both the gas line relocation and the!emporary gas and water line work was completed. Demolition of the paint building and the slab south of the maintenanrc facility was complcte,f. DURHAM ,�': ADVANCED WASTEWATER jfr4 ` TREATMENT PLANT r DATE: December 20, 1993 CONSTRUCTION PROGRESS REPORT NO. 49 „ CHEM PHAS =- ISU f` N ` 'Y� •10 I YYY Ii • I °Y PP RT FACT ITY iNf INI Status Summary as of October-�J, 1993 Chemical Sunnort Fadlity Facility ]mpg Contract Time -- Days into Constriction 795 52 24 Percent of Contract Time 90% 11% 21% Contract Payments -- This Month $549,648 $241,343.00 $355,090.00 Contract Payments -- Total to Date $30,973,834 $304,199.00 $355,090.00 Percent of Contract Amounts Including Change Orders 97% 7% 71% Shop Drawings Submitted to Date 718 20 24 Number Returned to Contractor 717 26 24 Chemical Expansion Phase: Throughout the month of Octobcr, Wildish Building Company continued work on the installation of the Sludge Loading System. The majority of the construction activity for this month was the modification of Aeration Basin No.1, Chemical Clarifiers, and Chlorine Contact Chambers. The painting of process equipment continued throughout the site. At the Chemical Feed Building,the FRP tank testing was completed. System check out by Wildish began on the chemical feed pump systems. Electrical control panel and MCC's wiring for the chemical fecd systems continued. Support Facilities: Construction of footers and slab on grade began for Area A on the Support Building. Excavation for Area C was completed and installation of underground piping and electrical cable began. Ea!,:avation for the parking lot, storm drains, catch basins, and the retaining wall area were also completed. Landscaping Contract: The seeding and irrigation requirements were completed prior to October 29. The seeded areas have germinated and adequate growth was acquired to prevent erosion problems during the winter months. Tree and shrub platxtings continued. The plant entrance sign was poured. DURHAM ADVANCED WASTEWATER W�Iom TREATMENT PLANT faq EXPANSIONS DATE: February 5. 1993 CONS1 RUCTION PROGRESS REPORT NO._ 40 ...... .I'HA)L 11A r =_ Y_I 1F f HASC Status Summary as of January 31. 1993 Phase IIA Chemical Contract Time -- Days into Construction 780 523 Percent of Contract Time 100% 59% Contract Payments - This Month $53,230 $1,628,229 Contract Paym,nts Total to Date $23,349,768 $20,796,866 Percent of Contract Amount Including Change Orders 100% 66% Shop Drawings Submitted to Date 495 602 Number Returned to Contractor 493 587 Phase IIA: During January,Contractor's Inc.completed the majority of the punch list items. The Contractor continued Lo install sound panels in the filter tunnel, paint the process piping, and work on instrumentation. Training of USA personnel z continued for the operation of the Aeration basins,Secondary Clarifier,and the ancillary equipment. Filter pre-start up began N and is expected to be on line in February 1993 Chemical Expansion Phase: During January, Wildish Building Co. began the installation of th. digester mixer shafts and propellers. Installation rr the HVAC system, eiectrical wiring, and controls continu.2d at the Digester complex. At the Chemical Feed Bnilding, hollow core roof panels were placed over the lime slaking tanks. Concrete wall placements around the chemical storage areas continued. Mechanically at the Digesters, installation of non-potable water, air, chemical pipine. —' and HVAC ductwork began. At the Sludge Loading Station, mechanical work also began. Falsework and shoring for the suspended slab and beam placement took place at the Sludge Thickening Facility. !nstallation of the fillet walls in the Sludgc Storage tanks and plumbing work began. The installation of polymer storage and feed tanks, pumps, and piping continued to be placed in the polymer Feed room. Around the site, the installation of yard piping continued. The final tie-in to the existing natural gas system was completed. Demolition of the existing aeration basin equipment began. DURHAM ADVANCED WASTEWATER TREATR4ENT PLANT EXPANSIONS DATE: January 28, 1993 CONST ;UCTION PROGRESS REDORT NO. 39 • �'� N PH ASE. I I A N \ 1 f_ 0 YDJ IYpYJJ•100011 Y p YJ J p004pJ -a* N pl 01 D CHEM PHASE 4 n ♦ N N i* D O4p11 Y�YIJ D4DJ14p Y!!• O4p1 Vitus Summary as-of Dcc�mher ji. 1992 Phase IIA Chemical Contract Time -- Days into Construction 772 492 Percent of Contraci Time 98% 56% Contract Payments -- This Month $117,990 $908,938 Contract Payments -- Total to Date $23,296,169 $19,168,637 Percent of Contract Amount Including Change Orders 99% 60% Shop Drawings Submitted to Date 495 585 Number Returned to Contractor 493 582 Phase IIA: Contractor's Inc.,daring December,worked toward completing tasks listed on punch lists required for the start-up of the plant. Painting and clan up work continued throughout the site. HDR began testing programming for CP- 9015 in mid December. Instrumentation and control calibration began. Aeration Basin No. 3 and S:condary Clarifier No. R 3 were started and are in operation. U.SA personnel training continued. Chemical Expansion Phase: During December, Wildish Building, Co. continued work throughout the site. At the Digesters,boiler and hot water piping installation was completed. PVC lining in each digester was holiday tested. The HVAC system installation began in the Digesters, while louvers, doors, and glass block were installed. Concrete placement for the waste gas burner access stairway was completed along with the paving around the Digester Complex. At. the Chemical Feed Building, installation of the lime storage silos was completed and precast wall panels were placed in the lime slaking area. Concrete wall placement continues around the chemical storage areas. In the chemical tunnel area, installation of chemical sump and dilution water piping began. At the Sludge Loading Station, the suspended roof slab was placed as were both the MCC's and control panels. Lightweight concrete work continued in the existing scum and organic s;udge tanks. Work began in the polymer area, as concrete placemen! for the lower foundation wall was started. Installation of piping and tanks also began in the polymer area of the Sludge Loading Station. Paving around the Sludge Loading Station began. Around the site, piping began for the following: 24"irrigation line,8"fire protection line,4" potable water line, and the 6" non-potable water line. -` ---- LIN 1 F 1 ED SEMF3tAGL AG-EN Y OF WASH 1 NG"" UOUNTY FI 2MILF UNITJf►TINGS TOTAL TOTAL F DCT URE: VALUE Ni�ABER NUINBEF3 BAiPTISTRY/FONT- 4 BAl.TH - TUB/!0-IDNrER 4 "- JACLIZ/%1V3'C 4 ._ CUSPIOQR/WATER ASP 1 D I SHgASFW-R _ ODNVIER 4 --^ DOMEST 2 - DR 1 NK i NG FOUNTAIN 1 FLOOR ORA!N - 2 1NCH 2 3 INCH 5 _ 4 INCH 6 GARBAGE DISPOSAL E DOM rm 3A "p) 16 -• Comm (71D S fiF'I 32 -��...•_- .._. IND (OVFR 3 HPI 48 OIL SEP (GAS STA) 6 SI-I R - GANG 1 - STALL77 = S I fK - BAR - 1 - (BRADLEY 5 - Ct3W47-tC 1 R.L 3 �! t - SERVICE 3 NASW-R. CLCIMES 6 WATER EXT 6 W.Vo CR M,04;E.T 6 UR I NAL �p 6 c._ Dc value this ten ` ImU - this tenant IZun. fx vulue - bld ' --- —" Run. EM - bid - i- L Sewer -mi t DATE // �1�„r,�NSP� TOTAL - BUS I NESS ( t I L'J ✓�� J TJ, /9PERM 1 T NO, ADDRESS yf _ -- LXXJNTED MOM TAX MMP/LOT - is-0 Rel Construction Inspection col Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 ASTM 0172 ASTM C39 Phone(503)684-3460 Method of Sampling: _ Method of Testing: FAX k 684-0954 CP-9158A Date Molded: _ 12/28 _ 19,' 3 Job No. Permit No: Client: RON 'S CONSTRUCTION CO _ - - Project: DURHAM WWTP SUPPORT FACILITIES Address: TIGARD OR Contractor: RON 'S CONSTRUCTION _A Sub Contractor: LEE REDFERN LONESTAR NORTHWEST' 26?_ 188450 Concrete Supplier. Truck No. —Ticket No. _ Cast By: _ S . STONER Cu.Yds. 45-t _Load No. ----- _-_- Weather: OVERCAST p High: q -- - Tem Hi Tem, Low Location of Placement: BUILDING C , UPPER SLAB ON GRADE. .9. 30 F•C? Test Time _—Concrete Concrete Tamp: .__ (, Strength Requirement: 4000 ,_PSI @ 28 days Slump-----Cement Type F � 3/4 •• Mix No./No.Sacks—_ 0750 Air Content 5 .9d —_�Max,Aggregate W/AEA SUPERPL.ASTIC . HOT WATER Admix.Amount: Brand_ T.Admix.Am unt: Brand: _ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 3161 12/29 01104 127,170 28.27 4500 25 14 3161 12/29 01/11 133,560 28.28 I 4740 27 28 3161 12/29 01.'2. 146,120 '28,36_ 5150 33 28 3161 12/29 01/?.r 148,470 28.31 5240 33 Ci7 J Remarks: cc:C;:TY OF TIGARD HOR ENGINEERING UNIFIED SEWERAGE AGENCY IN,,,PL•'CfT0N CLEF' Informntion contained herein is not to be reproduced,except in full,without prior authorization from this office. Cmistntaior Incbection &Related Te$94 Carlson Testing, Inc. REPORTOF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box RO _ Tigard,Oregoonn 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39FAX#684-0954 Date Molded: 12/20 ' 19 Job No. CP--9158A permit No: Client: RON 'S CONSTRUCTION CO Project: --DURHAM WWTP SUPPORT FACILITIES Address: __T I GARD OR Contractor: RON '$ CONSTRUCTION _ Sub Contractor: LEE RFDFERN Concrete Supplier: LONESTAR NORTHWEST Truck No._ 711n _ Ticker No. 165543 Cast By. __ M . LARSON _Cu.Yds.— 10 —— Load No. 1 Weather: _____ OVERCAST Temp.High: 47 --Temp.Low: 27 STEM WALLS , BUILDING E_ Loce.tion of Placement: - "— Tust Time 1 '20 _--Concrete Temp.—�'U Strength Requirement: 4000 PSI @ 28 days Slump 4 _____Cement Type 1. Mix No/No.Sacks_ 0750 Air Content 3 .2% Max.Aggregate_j/4 -- W/AEA Admix Amnunt:— Brand-_ __ Admix.Amount: —_—_—Brand:_ _ 5e1 Teat @ Register Date Date Unit Total Area Unit I Report No. Days Number Recd Test Wt Load PSi No. 7 3035 12/21 12127 120,030 28 .27 4250 21 28 3035 12/21 01117 143,700 28.19 5100 30 _ 28 3035 12/21 01/1 142,040 28.19 5040 30 d HOLD 28 3035 12/21 01/17 144,200 28.19 5120 30 cr. r_ Y J Cil LLl J Remarks. cc:CITY OF TIGARD — HDR ENGINEERING t IN T F T FD SEWERAGE AGENNY I NSPE C_T I CIN DIEP Information contained'herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Related Testa Carlen Tec-ting, Inc. 14 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box on 97 _ Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C-1Z2___--_ Method of Testing: ASTM C39 FAX#684-0954 Date Molded: _ 1622-23 ,19 19 Joh No.__CP-9158A Permit No: Client. RON ,_QEJSTRUCTION CO _—__ ---. Project: _QUhHA"WTP _SUPPORT FACILITIES _ Oddress: — TIGHRD OR __-- ----- — Contractor: — �_B4(`1' CONSTRUCT __.SubContract.)r. LEE REDFERN __ Concrete Supplier: __LQNLTAR NORTHWEST Truck No. .7120 -Ticket Ticket No. 188295 — Cast By: LAfi�_2QN _ Cu.Yds._ 10 1/4.-- Load No. 6 - Weather: — OVERCAST -- Temp.High: 47 _._—Temp.Low: 29 — Location of Placement: SLAG ON GRADE BUILDING —_.— Test Time 11 - 10 Concrete Temp: 61 - Strength Requirement: 4000 PSI(at_8._days Slump 4 Cement Type I Mix No./No.Sacks. _ 0750 _AlrContent 3 .1;; —__ _Max.Aggregate 3/4" — Admix,Amnunt:_W/AEA _Brand SUPERPLASTIC . Admix.Amount:WRDA Brand:WR19 — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test wt. Load I I PSI No. I I 7 3116 12/2412/3( 142,950 28 .27 5060 2? 283116 12/24 01/2 183,210 28.67 6390 32 28 3116 12/24 01/20 81,200 _ 8.67 6320 32 HOLD 28 3116 12/24 01/20 82,210 28.67 6360 32 r- F- r CO W J Remarks. r1k Ty,TARO HDR ENGINEERING twr�TFn �ct.tERAG;E--AGi! TNc ACTION r)EP — --- Information contained herein is not to be reproduced,except in full, without prior autho•ization from this office. Construction Inspection&Relat:d'fests Carlson Tesving, Inc. P.C.Box.23814 1EPORT OF 6 X 12 CONCR Tom_-_._ TEST SPECIMENS Tigard,Oregon 972F1 Phone(503)684-3460 ,Aethod o Sampling: RSTM_1 _� Method of'I esting: — IM �:3Q _ FAX#684-0954 t� p 9� — Date Molded: ------12-Z2--i-- 19--9 Job No. —CP-9158A Permit No: __ - --_ ----.------------- --- - - Client: . RON 'S C,014STRU=1N C0 - - — — --- - Project: DURHAM WWTP Si 1PPOf3_r—FACT( T T TFS - ------------ Address: T I GARD Contractor: RON,'SONSJL',LJC-u�.__ `Sub Contractor: l FF REDEEIR1_.-- ---- - Concrate Supplier: ( ONFSTAR NOfsYI-11eIF ST Truck No._-_ZD5Z_—.-..-----Ticket No.__-_1t3f324Z Cast By: ,_ M_I AR_S0N_—.— Cu.Yds. Load No. Weather: __ QUFR > -� __� — Temp High: _—Temp.Low: - Location of Placement: SLAQ Test Time _4 Concrete Temp:—_ b5..__-. — - Strength F=luirement: — 4000 — PSI @_ :7121 --days Slump—4--la" Lament Type Mix No./No.Sacks 0750 --- Air Content___Z6k * ..Max.Aggregate Admix.Arr�ounL W/AEA .._Brand SUPERP TIC . Admix.Am unt WRI)A40 Brander — Set Teat @ Register I Date Late Unit Total Area Unit Report No. Days Number _Rec'd Test Wt. Load PSI No. I Z_ 3 1 5 U Ca-,JJ—12Z-alZ 141,090 499G 22 2-8 165,280 28.67 5760 31 28 31 168,050 28.67 586U 31 R HOLD 28 3115 12/24 01120 166,520 28.67 5810 31 r J Remarks: _rte HDR ENGINEERING 1 IN T F 7 FLtSF!fJ� —. Ta OPP - ___ L. S. -GO�tX G2L�lr WQS-AUU�t�tCa- S I f- Information contained herein is not to be reproduced,except in full,without prior autho7ization from this office. Construction Irspecr iun &Rdatcd Tvits Carls®n Testing, Inc. P.Q. Box 23814 REPORT OF 6 X 12 CONCRETE— TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ ASTM (-172 Method of Testing: ASTM C31.-j _ FAX#684-0954 Date Molded: , 12/24 '19 Job No. CP-6681 Permit No: -- Client: — WT CL )T_SH BUTLDING CO - DURHAM SITE rroject DURHAM WWTP PLANT PHASE IIB Address: _ __-- Address: DURHAM OR — - -- - Contractor: WILDISH CONSTRUCTION _ Sub Contractor —_ -- — -- Concrete Supplier: _ _. Truck No. ____.___ __Ticket No. Cast By: — CONTRACTOR _Cu.Yds. __._.._—Load No. r_ ` 1 Weather: OVERCAST Temp.High:__ _—___Temp.Low: Location of Placement: Test Time _—__ __ Concrete Temp: _ Strength Requirement: -- ��' ' — PSI @ 213 days Slump.------ Cement Type Mix No./No.Sacks_ Air Content Max.Aggregate Admix.Amount: _Brand— —__ Admix.Amount: Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. __ Load PSI No. 1.0 :3235 01/03 01/03 _ 80,861 L6 27 2980 471 14 3235 01/03 01/0 121,440 28 .27 4480 472 -18 01/0" 0].i;1 132 680 27.09 4900 473 Ln F= co �. W .J liemarks: -- UN I F TED t,EWFF?A(3E )GrPJr l' Information contained herein is not to be reproduced,except in ull,without prior authorization from this office. Construction In_sjrectton&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE 1 EST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX#684-0954 Date Molded: --__ 12113 , 19_ 93 Job No.__ CP-915QA Permit No: ------------ Client: _ RON 'S CONSTRUCTION CO - Project: _ DURHAM WWTP SUPPORT FACILITIES -- Address: — T I GARD OR _ — - --- - Contractor: .—_ RON 'S CONSTRUCTION Sub Contractor: _LEE REDFERN _ Concrete Supplier: LONESTAR NORTHWEST _ Track No. __ 7079 Ticket No. 163563 —� — -- Cast By: _— M . LARSON _ _ Cu.Yds. _ 10-_ Load No. 1 Weather: RAIN -_ `-- Temp.High: 50 Temp.Low: 42 Location of Placeme lt: FOOTINGS BUILDING E _ _ ---- Test Time 10: 50 Concrete Temp: -- Strength Requirement. _ 4000 PSI @ 28 days Slump 3 3/4 '__Cement Type I -- Mix No./No.Socks— 0750 Air Content 4 .3% Max.Agyregate_3/4 ---. — W/AEA WRDA Admix.Amount:_— Brand Admix.Amount: —.— _ -Brend: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt_ Load PSI No. 7 2933 12/14 12120 142,320 28 .27 5030 18 __ 28 2933 12/14 01/1 1.72,770 28 .27 6110 26 28 2933 12/14 01/10 174,650 28 .27 6180 26 HOLD 28 2933 12/14 01/10 173,290 _ 28 .27 6130 2.6 Remarks: 'CITY OF T T GARD — — HDR ENGINEERING UNTFTFD SFWEIRAGE AGENCY — TNSAEC11011 DEP —.--- ------ Information contained herein irr not to be reproduced,except in full,without prior Authorization from this office. Construction Inspectimi&Relawd ests Carlson Testing, Inc. P,EP_ORT_ OF 6 X 12 CONCRETE TEST SPEGiivIENS P.O.Box 23814 Tigard,Oregon 97281 ASTM C172 ASTM C39 Phone(503)684.3460 Method of Sampling: Method of Testing: FAX#684-0954 12/28 93 CP_9158A Data Molded: - 119 Job No. _. Permit No: ., --_� RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES Address: TIGARD OR — Contractor: RON 'S CONSTRUCTTON Sub Contractor: LEE REDFERN Concrete Supplier: LONESTAR NORTHWEST- Truck No. 262 Ticket No, 188450 Cast By: _ S • STONER Cu.Yds.___ 45i Load No. 3 OVERCAST Weather: _--- --_- — Temp.High:_ -y Terra.Low:_ 2 Location of Placement: tsUILDING C , UPPER SLAB ON GRADE _—_— __ — - -- 7 3U 60 Test Time____ _--__Concrete Temp: 4000 Strength Requirement: __ _— _ PSI @ —days Slump _--_____Cement Type. ---_ 5 .9% Mix No./No.Sacks— 0750 Air Content J Max,Aggregate 3/4 l,J;AE_A SUPERPLASTIC. Hol WATEP Admix.Amount: —Brand .--- Arlr-.iX.Ami unt:—_— Brand: —.._- Set Test @ Register Date Date Unit Total Area Unit Report No. Days---- Number Recd Test Wt_ Loac — PSI — No. — 3161 12/29 01./0 127,170 28 .27 4500 25 14 3161 112/29 0 , 133560 — -- 28.28 4740 27 /: , 28 3161 12/29 01/2_ 28 .27 a 28 3161 12/29 01/2. 28 .27 rL r-- u. T � II Remarks: cc:LITY OF TIGARU HDR ENGINEERING UNIFIED SEWERAGE AGENCY INSPECTION CEI ' Information c ooiuined herein is not to be reproduced,except in full, without prior authorization hom this office. Construction Iitspectioic&Related Tests Carlson ,Vesting, Inc. T OF 6 X 12 CONCRETE P.O. Box o REPOR -__ X. _ TEST SPECIMENS Tigard,Oregon n 97281 Phone(503)684-3460 Method of Sampling: ASTM C172_!_ Method of Testing: ASTM C39 _- FAX#684-0954 Date Molded: .__ 12117 19_.q Job No. CP-9158A Permit No: -- .—__— Client: —_ RON 'S CONSTRUCTION CO __ __— project DURHAM WWTP SUPPORT FACILITIES Address: T I CARD OR - Contractor: RON 'S CONSTRUCTION Sub Contractor: LEE REDFERN Concrete Supplier: . LONESTAR NORTHWEST Truck No. 7264 -TicketNo. 135099 LARSON M . Cast By: �. M � Cu.Cul`ds. 10 .'� Load No._�. .-- ----_- , Weather. _ OVERCAST _ Temp.High:---5-0 -- -- Temp.Low:-_-. 33--- Location of Placement: 4 PATIO FOOTING , TRUCK SCALE FOOTING Test Time 11 =30 Concrete Temp: 62 _ Strength Requirement: . 4000 _ PSI @ 28 days Slump —_Cement Type Z-_--- Mix No./No.Sacks---- 0750 _Air Content_-- 2 .5% * Max.Aggregate_— 3/4 W/AEA HOT WATER Admix.Amount: Brand- Admix.Am(unt:. Brand: Set Test @ Register Date ^Date Unit Total Area Unit Report No. Days Number Recd Test_ — Wt. Load PSI No. 7 3021 12/20 12/2 106,490 28 .27 3770 20 28 3021 12/20 01114 164,230 28.38 _ 228 3021 — 12/20 01/1 .165-,,91Q---- 28.38. -5fl59 Q_--_ HOLD 28 3021 12/20 0.1/14 -__ 161560----7 28.18 -5-690--21— Lo 569^v__ —c7 Remarks 5.�.L.Ll Y_OF TIGARD � ---- - _- — Hf)R ENGINEERING UNTFI.EI��FW RA , ACENSYINSPPC'7T(y�l nFP _ - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Constmction Inspection&Related Testy Carlson Testing, Inc. P.O. Box 23814 REPORT OF-6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: A�;TM (-_L72 _ Method of Testing: - ASTM _3':) FAX#684-0954 Date Molded: .— 1 2124 ' 19 `>3 Job No.__f:--6681 Permit No: ---- -- — --- Client: WTI DISH E]UILDjE.a_CO DURHAM SITE -- Project. DURHAM WWTP PLANT PHASE= IIB.__ ------ Address: DURHAM OR Contractor: WTLDISH COIVSTR CTI N Sub Contractor: — --- ---- Concrete Supplier: Truck No.__-- Ticket No. -- Cast By: _--- NTRACTOR _—Cu.Yds..__-__ _Load No._ Weather: OVERCAST -- Temp.High:_�)0 Temp.Low: Location of Placement — __ Test Time------Concrete Temp: -- Strength Requirement: A300t' Psi(")_ t' days Slump___ Cement Type Mix No./No.Sacks_ _— Air Content Max.Aggregate — --- Aumix Amount: _ __Brand _ Admix.Amount. -- _Brand: Set I Test @ Register I Date Date Unit Total Area Unit Report No Days Number I Recd Test wt. Load PSI No. 80,861 ' 8 .2-, 2980 471 1G 3235 01/0O1�"0 � _ � 14 3235 01/0 01/0 121,440 X 4480 4728 .27 28 s235 01 0 3 01121 — 28 .27 a - - rr V) — _ -- ca C7 — Ii1 .,J Remerks: cc ,Hnu—rWGZNrrRTNr, UNIFIED SEWERAGE. AGENCY r rXY nF_ TTr.ARD - - - Information contained herein is not to be reproduced,except In full,without prior authorization from this office. Construction Inspection &Related tests Carlson. rI esang, Inc. 14 REPORT OF t-• V 1 > CnNCRE TF TEST SPECIMENS P.O. Box —__ Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling. ASTM C 1 77 Method of Testing ki. FAX #684-0954 Date Molded: 1 ='in;, 19 3 Joh No. ..___'�' i-'" Permit No: Client: _RON 'S C'O STR ICTT N CO Project: ___Sl1R_JAM bdWTP SUPPORT FAC1L1TJFc___ Address. ----IT GARD OR Contractor: —_ PON 'S CONSTRUCTTON _ Sub Contractor: L._EF RFDEERN Concrete Supplier: LONESTAR NORTHWEST Truck No._ ? 14 Ticket No. 1 57' 50-1. Cast By: [3 n 'C n N N n R Cu.Yds. 10 Load No. 1 _. Weather: __ RATN — Temp.High: 50 —Temp.Low: 43 Lncation of Placement: BUILDING C STEM WALLS Test Time l_ 4 0 _ Concrete Temp: F C� StrPngth Requirement _ 4 500 — PSI 0- ___ _.-__. .days Slump Type 4 __.._..Cement T e Mix :o./No.Sncks.--_._--.._ 0750 _-Air Content_ 4 .0 n � Max.Aggregate 3/4 _ Admix.Amount: Brand — —Admix.Am unt:------Brand:— Set Test @ Register Date Date Unit Total Area Unit Report No, Days Number Recd Test Wt. Load PSI No. 1 7 2865 12/08 12113 119,240 28 .27 4220 16 28 2865 1.2/08 01 /0 153,870 2P -27 5440 _-_24 28 22x=,5 12/08 O1/0 154,463 _28 .27 54604_ HOL.D 28 2865 12/08 01/03 154,730 _ ?8 .27 5470 24 Nemarks n:CTTY (1F TTGARn1 HDR ENGINEERING 4GENCY - INSPECTION DIED — - — --- t non w1 LIATER CFMrKNT RAT In l.lec,-- 29., 104D its -2.9 , 1.0AD-._it 4-2-- Information contained herein is not to be reproduced,excel t in full,without prior authorization from this office. mms Construction Inspection& Related Teats Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE_ TEST SPECIMENS P.O. Box 23814 — Tigard,Oregon 97281 ASTM C172 AE�TM C39 Phone(503)684-3460 Method of Sampling: _—_ Method of Testing: _— _ FAX#684-0954 12/28 73 CP-9158A Cate Molded: _— , 19 Job N:,. Permit No: Client RUN 'S CONSTRUCTION CO — Project: DURHAM WWTP SUPPORT FACILITIES Address: T I GARD OR RON 'S CONSTRUCTIONSub REDFERN Contractor: _ - ----- LONESTAR NORTHWEST 26 2 188450 Concrete Supplier. —. Truck No,__— Ticket No._— Cast By: _ S . STONER _Cu.Yds._-- 45+ ____Load No. 3 -- OVERCAST _ W,,,,ther: _ --- Temp.High:_�� Temp.Low: -- BUILDTNG C , UPPER SLAB ON GRADE Location of placement: — — -- — --- ---- 30 E-0 Test Time_.- _,.Concrete Temp: • 4000 Strength Hequirement: — PSI @ days Slump-. Cement hype_ Mix No./No.Sack^___0750 Air Content 5 9 _—Max.Aggregate _ _ -- W/AEA SI.JPERPLA ST IC . HOT WATER h,rin. Amount:-- Brand-_. _Admix.Amount: _Brand: �. `yet Test @ Register Date Date Unit 'Total Area Unit Report Nlo. Days Number Rec'd _Test Wt._ Load _ PSI No. 7 31.61 12/24 0110 127,170 28 .27 4500 25 111 3161 12/29 01/1 28 .27 28 3161 12/29 01/2. 28 .27 a 28 3161 12/29 01/2C 213 .27 F-- y r _J — c� J Remarks: CC:CITY OF TIGARD HDR ENGINEERING UNIFIED SEWERAGE AGENCY INSPECTION DEl ' Information contained herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Relited Tests Carlson Fasting, Inc. P.O. Box 23814 REPORT OF 121 1 L TESTSPECIMENS Tigard,Oregon 97281 Phone(503)684-346( Method of Sampling: __ A'_�-fM C 1 7 Method of Testing. FAX #684-0954 Date Molded: — 1 %/24 ,19 Job No. 1,,I Permit No. Client: WTI DTSH -BUILDING CID - DURHAM SITE Project: -- DURHAM WL,I1-12 Pi AN1 PHASE= 1113 Address: —DURHAM UR Contractor: .______1r11._LU T SH CONSTRUCTION _._Sub Contractor _ Concrete Supplier: __ Truck No. _ . —Ticket No. _ Cast By: _—__ CONI RAC I_QR_ Cu.Yds._ ____ ___- Load No. Wea!her: --_— 0VERC-AST � _ _ Temp.High: r_'O _._..._Temp.Low: _ Location of Placement: — — - -- - — - Test Time Concrete Temp:_ Strength Requirement: 3000? PSI @ 28 days Slump— —__ Cement Type Mix No./No.Sack;__— Air Content _ Max.Aggregate---- —_ Admix,Amount.—_ . Brand Admix.Amount: Set Test @ Register Date Date Unit Total I Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 10 3235 01/0 O1/0 80,801 28 .27 2980 471 14 3235 01/0 01/0 28 .27 28 3235 01/03 01 /?_ 2R .2.7 Remarks: _ - - ( - -- - --- -- UNIFIED SEWERAGE AGENCY CT'fY Off' TIG4Rn Information contained herein is not to be ioproduced,except in full,without prior authorization from this office. Construction Inspection &Related TesLs Carlson Testing, Inc. P.O. Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Ccegon 97281 Pone(503)684.346V Method of Sampling. _ ASTM 0172 Method of Testing: ASTM C39 FAX #684-0954 Date Molded: 3 , 19—_ ')-t Job No._ t_F'-915t3A Permit No: - Client: . RON '$ CONSTRUCTION CO Project: DURHAM WWTP SUPPORT F'ACILITIE Address: T1GARDUR — — -- -- _ Contractor: RON 'S CONSTRUCTION Sub Contractor: LEE REDFERN _- Concrete Supplier: Truck No._ 7120 _Ticket No._ 18829 Cast By: M . LARSON_ Cu.Yds. 10 1/4 _Load No.E'__ s Weather: OVERCAST _ Temp.High: 47 - _Temp.Low: .____r__ Location of Placement: SLAB ON GRADE BUILDING Test Time 1 1 : 10 _ Concrete Temp: 61 Strength Requirement 4 000 _ PSI @_28 —days Slump_ 3/4 Cement Type Z _- Mix No./No.Sacks 07E'0 —_--_—Air Content- 3 .1% _Max.Aggregate 3/4 nd„x.Amount:__W�A ---------Bran `�UPEf2PLA5TIC_Admix.Amount: WRDA Brand:WR19 Set Test @ Register Date Date Unit Total Area Unit I Report No. Days Number Recd Test Wt. Load — PSI No. II 7 3116_ 12/24 12/30 142,950 28,27 5060 23_ 28 _3116 12/24 01/20 28 .27 28 3116 12/24 01/20 28 _27 HOLD 3116 12/24 _ --- 28 .27 Remarks: —cc�LL�Y—AF T� 1RC� HDR ENGINEERING UNIFTE SEWERAGE AGENCY INSPECTION DEP - Information contained herein is not to be reproduced,except in full,without prior authorization from this,office. Carlson Testing, Inc _Construction Inspection&Related Cest<� P.O. Box 23814 3EPORT OF 6-X 1;:' CONCRL`IE . TEST SPECIMENS Tigard, Oregon 97281 - Phone(503)684-346r vAethod of Sampling: -_-_-_AsTM L17 — Method of Testing: ASTM C39 FAX t#684-0954 Date Molded: _�— t 'y 3 19--1� Job No. CID—21 SBA. Permit No: __._— - Client: RON 'S('QNSTR 1I�.0 Project: _ DIJRHAM-_LSIWIP ..SJ22-0 Address: T I G(aRb,_OFi___.— -----— — ---- Contractor: Sub Contractor: Concrete Supplier: I ONt STAR NOPTHW La,T --_- Truck No. —.1-0-52 ----Ticket No. C'ISI By: M _ LQN Cu.Yds. .__— 1Q_ Load No. L �- VWs,ather .- OVERCAST — Temp.High:_A2____ Temp.Low:—29_ _ LncationotPlacement: `LAB ON GRADE 0U1LC>1N(;i -- — Test Time - Concrete Temp: Strength Requirement. -_—_ 4000 — .•SI(a)_- -__ days Slump_4 1/Z _--Cement Type Mix No./No.Sacks 0750 .Air Content_ 3.F� ._* — Max.Aggregate— 3/4 -- Admix.AmounC W/AEABrand'SUP P C _Admix.Am( -WRDA40 BrandWR19 _ Set Test @ Register Date Date Unit Total Area Unit Repott No. Days Number Recd Test Wt. Load - PSI No. I 7 311 2 _14-1-S-9028 4990 22 - 28 31 1 :L __Q -- — 28 .27 28 3115 — HOLD 3115 12/2 __ __ — — Remarks: _ GARiL- HDR ENGINEERING $ -_L0t4F%TAR--QUAD SLY-CONTR1al..--WAS-AD Tt`1= GTQ-LZN- 5�7E - Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection& Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX N 684-0954 December 28, 1993 #CP-9158A FIELD INSPECTION REPORT DATES COVERED: December 28, 1993 PROJECT: Durham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: S. Stoner #611 12-28-93: CTI representative tested and monitored placement of Lonestar's mix 750 (4000-4500 PSI with AEA, superplasticizer and hot water) in building C, upper slab on grade. Test results: Load 1: Air Content = 6 . 8%, Water/Cement = .44 Load 2 : Air Content = 6 . 0%, Water/Cement = .46 Load 3: Test Load Air Content = 5 .9$, Water/CPment = .46, VW = 1.47 ,77 , y = 9 .9 cu. yd. , CC = 613 lbs. , Sacks = 6 . 5, Slump = 6" . Load 4: Water/Cement = . 46 Load 5: Water/Cement = .42 Our reports pertain to the material tested/inspected only. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. L Respectfully submitted, n CARLSON TESTING, I C. l Douglas W. Leach President SS/cat cc: Ron 's Construction Unified Sewerage Agency - Inspecti.on Department City of Tigard HDR Engineering Construction Inspection & Retated fests Carlson Testing, Inc. REPORT OF �' X 12 CONCRETE TEST SPECIMENS .O. Box TiTigard, Oregonon 97 9728 P;,one(503)684-346t Method of Sampling: __ A`-`TM 0172 Method of Testing: ASTM C39 FAX 4 684-0954 10/29 ?_� S>3A Date Molded: � —�, t9—� Job No. —_ Permit No: Client: RON 'S CONSTRUCTION CO _ Project: __ DURHAM W14TP SUPPORT FACILITIES Address: TIfARD OR — _ - Contractor, ____ RON'S CONSTRUCTION Sub Contractor: Concrete Supplier: _ LONES TAR NORTHI�JES7 _ Truck No. 70! i -_Ticket No. Cast By: P1 • LAFi�•0�I Cu.Yds. F Load No. Weather _ OVERCAST Temp.High: 61 Temp.Low: _-40 STEM WALLS FOR, COMPUTER ROOM AND BUILDING ARZEA A STEM l:dl'tL.f_`_ Location of Placement: — 71 Test Time_ Concrete Temp:__ _ 4000 y'8 Strength Requirement: _. P81 @ days Slump _._-__ Cement Type / Mix No/No.Sacks._� 0 7c�0 _.Air Content 4 "5� _—Max.Aggregate_.__ � Admix.Amount_ —Brand'W/AEA _f Admix.Amount:_ __._Brand: Set Test @ Register Date `Date Unit Total Area Unit Repnrt No. Days Number Recd Test Wt. Load PSI No. 7 —1305 11/01 11/0 1 74,988 28 .27 2650 6 28 2305 11/01 11!"? 110,760 29 .27 3920 13 28 2305 11/01 1.1126 111,340 28 .27 3940 13 56 2305 11/01 12/24 130,510 28,2.7 4620 19 F•- N J G7 t C.7 Remarks: cc :CITY OF T IGARD HDR ENGINEERING UNIFIED SEWERAGE AGENCY — INSPECTION DEP Information contained herein is not to be reproduced,except in full,without prior authorization from this office. v Construction Inspection & Related Tests Carlson Testing, Inc. REPORT OF 1.:_ -ONCRETE TEST SPECIMENS P.O. Box 23814 `, _ _ Tigard,Oregon 97�z Phone(503)684-346 Method of Sampling: _ ASTM C172 Method of Testing: . Asim C39 FAX #684-0954 Date Molded: 12/2U 19 = Job No._ f.:P"'91`'Cjt,' Permit No: Client: _ ROWS CONSTRUCTION CO Project: DURHAM WIJ'-P SUPPORT FACILITIES _ — Address: T I GARD OR Contractor: RON '$ CONSTRUCTION Sub Contractor: LEE REDFERN Concrete Supplier: LONESTAR NORTHWEST Truck No. 7116 Ticket No. __1 6 5 54.3 Cast By: M . LARSON Cu.Yds. 1 Load No. 1 Weather: OVERCAST Temp.High: 47 Temp.Low: Location of Placement: STEM WALLS , BUILDING E Test Time-1 20 Cor, rete Tem F'O 4000 _' Strength Req air�.ment. _.— _ _—_ PSI @ ` ti —.days Slump 4 _ Cement Type 1_- Mix No./No.Sacks___.___ 0750 Air Content 3 .2% — _Max.Aggregate 3/4 Admix.Amount: Brand-(')/AEA ---Admix.Amount: --_. —Brand: -- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load_ _ PSI No. 7 3035 12/21 12/2 1201030 28 .27 4250 21 28 3035 12!21 01117 28 .27 28 3035 12/21 01/1 28 .27 a HOLD 3035 12/21 28 .27 ri y e� I J Remarks: cc:('-ITY OF TIGARD HDR ENGINEERING UNIFIED c;EWERAGF AGENCY INSPPCTTC&4 ')FF, Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. (, X 12 CONCRETE P.O. Box n 97281 14 REPORT OF -__-1"EST SPECIMENS Tigard, Oregon 97 -- - - _ Phone(5`')684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX N 684-0954 Bate Molded: 12117 , 19__9J Job No._(-P-9158A Permit No: Client: RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES _.-- Address: T I GARD OR Contractor: _ RON 'S CONSTRUCTION Sub Contractor. —LEE REDFERN _ Concrete Supplier: LONESTAR NORTHWEST Truck No.-_ 72'4 _Ticket No.—_ 135099 Cast By: __ M . LARSON _._Cu.Yds.— _ 10 .5 Load No.1 Weather: OVER'AST Temp High: -50 — _ Temp.Low: 33 LocationofPlacement 4 PATIO FOOTING , TRUCK SCALE FOOTING Test Time 11 = 30 Concrete Temp: Strength Requirement: 4000 PSI @ 28 days Slump 4 "-----Cement Type I --- Mix No./No.Sacks____ 0750 _Air Content 2 .5% * Max.Aggregate_ .3/4 Admix Amount —BrandW/AEA Admix.Am unt ___Brand-HOT WATER Set Test P Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Teat Wt. Load PSI No. 7 3021 12/20 12124 106,490 28 .27 3770 20 't+ 3021 12/20 01/11 28 .27 2�t 3021 12/20 01/1 28 .27 L Hul-D 3021 12/20 28 .27 Y J - J Remarks: cc•GTTY OF TIGARD HDR ENGINEERING UN FTFO S W RA GE AGFN _Y - TNSPFCTTON DFP HDR TS AWARE QF I nW ATR W/r --a7 Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. Y 1 ? CONrRFTl,- P.O. Box 23814 REPORT OF _ __TEST SPECIMENS Tigard.Oregon 97281 ASTM rl '7? AC.TM r�Q Phone(503)684-3460 Method of Sampling: - _ Method of Testing: ___. -__ FAX #684-0954 �:3 rP-hist] Date Molded: 19 Job No.—_ - Permit No: WII.DTSH Rt.1TLDING CO - DURHAM �.TTF Client: ... -- — ---- DURHAM [JWTP PLANT PHASE IIB Project: DURHAM OR Address: --- ---- -- Contractor: __ WILDTSH C'ONSTRLICT.T.O'\l Sub Contractor:— ROSS ISt.AND SAND & GRAVFL. ?0� T-4506-3P Concrete Supplier: Truck No. Ticket No.— ----- Cast By: R - I,,IHTTE - Cu.Yds. - ._.Load No. DVERCA'T lel/RATN 64 Weather: Temp.High: Temp.Low: t.C82 WALL SOUTH SIDE , THIS TEST RFPRFSFNTS TNF TOP HALF nF THF' Location of Placer.nt: ---- WALL 1?:?� 6? Test Time - Concrete Temp: - -4000 2R 5" T Strength Requirement: PSI @ days Slump Cement Type 44108 6 .2% .74/4 " Mix No./No.SackAContent— -- __—_Max.Aggregate.__ VR Admix.Amount: Brand, Admix.Amount: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI 7 2599 11/17 11/2. _ 84,836_— 28 .27 3009 A69 28 2599 11/17 1211 113,800 t28.31 3.3.1 4020 469 2.8 2599 11/17 12/1 116,550 4120 469 HOLD 28 2599 11/17 12/14 115,370 28.31 4080 469 J -- LDt7] r. LLl J Remarks: _ cc:HDR FNrINFERING ---C1R TFT CITY OF TIGARD CTI REP . PERFORMED SLUMP , AIR , TEMP AND CAST Fnl)R (-'Yl.INDFRS 0 DOC HOLL.IDAYS -- _ - • - _ TLLSTfiN--- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related [ests Carlson 'besting, Inc. f�EPGRT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box 23814 _ ---.- - ___.___ Tigard,Oregon 9721,1 Phone(503)684-3461: Method of Sampling: ASTM CA 72 Method of Testing: _ ASTM r3�+ _ FAX #684-0954 Date Molded: —_ 119106, — , 19. Job No. CP-21 58A Permit No: Client: PON -S—CONSTRU,=T i nN Cn _ --- ----- _— --._ Project: nt 1RHAL1. hll�If�_SUP'PUR T F=Ar TL IT IES ---- - Address:--�Li3fi�S�E- ---- — -- _ ------- Contractor: _--g N 's rnNSTRIJrT TON Sub Ccntractor:_LU REIDEERN Concrete Supplier. L.4NF`TAR NORTHWE F T Truck No. 114 Ticket No. Cast By: _ E . () 'C0NNnR Cu.Yds. 10 Load No. 1 _ Weather: . RAIN — — _ Temp.High: 50 Temp.Low: 4 Location ofPlacei -,t: BUILDING C _STEM WALLS Test Time 1 : 40 -_ Concrete Temp __. __F>0 Strength Requirement. 4.500 PSI @ ?A --days Slump 4----Cement Type T —_ Mix No./No.Sacks 0750— — _.Air Content0. Max.Aggregate 3/4 Admix.Amount:_..__ _— Brand _Admix.Amount.__—_— —Brand:— -- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test -wt. - Load — PSI No. T 7 2e65 12/08 1.2/1 119,240 28 .27 - 28 2865 12/08 01 /0- 28 .27 ?f3 2865 12/08 O1/0 28 .27 H�I [� 2865 12/08 28 .27 Remarks: _ Cr e C t TY IIF T TGARf) -- _---.--- _-_._ HDR ENGINEERING _ AI--.DER —._. . I c Aw *1 �.t—4ATTR CEMENT RAT T n_AJAS 2sT--t:-040 - information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inrpectton & Related fesi C%a rlson Testing, Inc. 6 Y 12 CONCRFTF P.O. Box 23814 `1EPORT OF _ _ JEST SPECIMENS Tigard,Oregon 9.1281 Ati TM C1 7�'' —A Phone(503)684-::46 Methoa of Sampling: _ ___.._ Method of Testing: ASTM C39.__ FAX#684-09'>.-1 C.to Molded: — 11 /09 ' 19 93 Job No. CP_91 SNA Permit No: _ Client: RON`S CONS TRt1CTION CO --- - Project: DURHAM WW TP SUPPORT FACILITIES Address: T I CARO OR Contractor. RON'S CONSTRUCTION Sun Contractor: 1 EE REDFERN LONESTAR NORTHWEST 54/62 156411 Concrete Supplier:_ — Truck No._ Ticket No. 159885 Cast By: S. STONER Cu.Yds _—.1:10+ --Load Ni?./e_.—- Weather OVERCA i T —� _ Temp.High: 99 _Temp.Low:._•?` Location of Placement`'l1ILO.TNG "A - SLAR ON GRADE —_ fest Time(0 05/I 1 '15 Concrete Temp. 67 He, r Strength Requirement: 4000 _ PSI @ 2 2 8 days Slump4 I�— Cement Type Mix No./No.Sacks— 0750 —__Air Content 5.19% / 5.7-T Max.Aggregate_3/4 Admix.Atnount: BranAEAAdmix.Amount: Brand:— _—_ Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI N I ? 2463 11.%10 1!/16 114,710 2R.27 4060 9 i' 7 2463 11/10 11/16 115,110 23.2.7 4070 9 28 2463 11/10 12/07 144,140 2 q.27 5100 15 c 28246 3 11/10 1210.7 146,190 2 27 5176 1`i .— — -- - — - v~i IT 7 2464 11/10 11116 110,950 2 R.27 3930 t '— 7 2464 11/10 11/1 e. 113,250 2.9.27 4010 i a'. 28 � ' 7 146,390 '7 5180 15 r.. X464 11/1O 1�/0.. � �.• w —' 282464 11/10 1 12/07 145,970 _ . ='T 5160 15 Remarks: ce-:C T TY nF trGARD HDR ENO MFER MC? (1NTF1F SF WFRAGE 4AFNC:Y - TNtiPFrrTnN DHF Information contained herein is not to be reproduced,except in full,without!prior aufhorizetion from this office. Construction Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 REPORT OF � CONCRE €____ -_ TEST SPECIMENS Tigard, Oregon 97281 Phone 1,50j)684-3460 Method of Sampling: qs,TA4 P ?? _ Method of Testing: ___- ems.T'N C-30--- FAX #664-0954 Date Mohted: — —;1111 L2 19—,'. Job No. ._—CF_' Permit No: c; er" —.61I1 n rS;ra 8111LQTNG 4-0 --041RH4N P,oiect _.__ HAL'--LIL1_Il' L.TB Addre,;s: __.,I111QH4M np _ Contractor: _____ld1LO.LSH-.CnNS_.TQ1CI FnN Sub Contractor: Concrete Supplier: T';l AtM -tiAND .e t,-RA LFJ ___ Truck No. Ticket No. T- 4-5231_.+x_—__ Cast By: L. JJnCL F---- -`_ ---Cu.Yds. ?() Load Weather: _—._—OVERC45 T — _ _._ Temp.High: 60 Temp.Low: Location of Placement: 1A AERIA TION _ASM ANLL RR TDGE Teat Time.ice 45 Concrete Temp: Strength Requirement: __. 4000 —. PSI @_�� __,days Slump—1—/2—' --Cement Type..__-._.__- Mix No./No.Sacks____ 441 OR __—Air Content_._�•6� �_— Max.Aggregate—�14 "--- Admix. ____ ..Admix.Amount:_-36 OZ1160 PJ brand VR / ..AOR Amount., 0Z _- Bran(PQZZT.��_ Set I Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test WL — Load _ PSI No. 109,750 3880 463 - - —? 2487 1/1 ' --- 28 248.7 11/11 12/08 130,220 ;?8.2.7 4610 4ba 28 248.7 11/11 12108 122,190 � 8. ,7 4330 468 78 248.7 11/11 12/08 127,490 �61.2.7 4510 468 Remarks: cc@HDR ENGINEERrUG UNIFIED SEWERAGE AGENCY C r r y OF T I GARLL - Information conta4ned herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 NS CONCRETE TEST SPECIMENS .O. Box TiTigard,Oregonon 97 9718 i Phone(503)684-346( Method of Samphng: ASTM C17 Method of Testing: — ASTM C39 FAX N 684-0954 Date Molded: ....__ 12/13 _ 19_2j Job No. CP-9158A Permit No: .— Client: RON 'S CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACILITIES Address: TIGARD OR Contractor: RON 'S CONSTRUCTION Sub Contractor: LEE REDFERN Concrete Supplier: I_ONESTAR NORTHWEST Truck No. 7079 _Ticket No. 163563 M . LARSON Cu.Yds.�.___ 10 ___Load No. 1__-.- Cast By: — --- . Weather: RAIN Ternp.High. __�'_n --_— Temp.Low:— 4 Location of Placement: FOOTINGS BUILDING E Test Time__10: 50 ___Concrete Temp:_.____158 Strength Requirement: 4000 -- PSI @_2U —days Slump 3 3/4 °_Cement"r;pe Mix No./No.Sacks— 0750 _Air Content— 4 .3% — Max.Aggregate 3/4 Admix.Amount: _ _BrandW/AEA WP.DA --- _—_____Admix.Amount:_ _ �Brand:.� —_ Set Test @ Register Date Date Unit Total Area Unit Report No. I-Rec'd Days Number Test Wt. _ Load PSI No. 7 2933 12/14 12120 142,320 28 .27 5030 18 28 2933 1_2/14 O1/1 28 .27 28 2933 11/14 01/1 28 .27 HOLD 2933 12/14 28 .27 i�- cr, t— cc r. W J Remarks: cc:CTTY pF TTrARD HDR ENGINEERING UNIFIED SEWERAGE" AGENCY - INSPECTION DFP Information contained herein is not to be reproduced,except in full,wtmout prior authorization from Ntis office. Construction Inspection &Related'Test.+ Ca Ison Testing, Inc. h X 12 CONCPFTC TEST SPECIMENS P.O. Box 23814 REPORT OF Tigard,Oregon 97281 Phone(503)684-346( Method of Sampling: ASTM C 1 72 Method of Testing. ASTM (-39 FAX#684-0954 Date Molded: ____11/22 _ , 19 93 Job No. CP-01 58A Permit No: Client: __ RON'S CONSTRUCTION (-r) _ Project: DURHAM WWTP SUPP-OR FAC.TI T T TFC, Address: TIGARD OR Contractor: RON 'S CONSTRUCTTON Sub Contractor: I FE PEDEERN - Concrete Supplier: _1 ONESTAR NORTHL! ST Truck No._____L_A.1_l2:?—_._._Ticket No._ 1 491 7-c;-1 9--- 160192-1.5 Cast By: Cu.Yds.______10L10__.___Load No.9115 - Weather: ____ STemp.High.__4 9 __—'Temp.Low: �17 Location of Placement: FOOTINGS B!J.T I F) Test Time 11 Concrete Temp:. -__- 70 StrengthRequirement 4000 PSI(ccD-_ 28 --days Slump-3_--1/4„ Cement Type1 Mix No./No.Sacks_— 0250 Air Content_—. 4 .1% -Z-4 .0% _Max.Aggregate 3/4 Admix.Amount BrandHOT WATER —Admix.Amount: ____Brand:_ Set Test @ Register Date Date Unit Total Area Unit �Repotl No. Days Numbe, Recd Test Vt. Load PSI No. ].35,500 4790 14 �Zl_r,___1.1.1.23_ _111_29 ---- 27 28 1-5- 1112 168,460 .� 5960 17 28 11 /2 166,980 27 5910 17HOLD — 28 2715 11 12/20 167,740 R 27 5930 17 2716 9 124,720 R__2 7 4410 14__ 164,700 R�27 _ 5830 17 - -- - _ R164,900 8 27 5830 17 11 -' 28 2716 12/20 165,290 8 27 5850 17 HOLD ,Remarks: c a G I T Y OF T I GAon -- ---- - HDR ENGINEERING Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection & Related'res" C;arlsion Testing, Inc. P.O. Box 23814 REPORT OF _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-346 Method of Sampling: _^ fits_ ,- Method of Testing. _. ._ FAX N 684-0954 .- 'r'----- Date Molded: �. 19_�., Job No.---r R--F Permit No: ti Client: C�?'f -1J1tN t7tj U-I-) zi 1-1,1 - L,1 _. ---- -- -- Project._ -- ---- ------- Address: DURHAM OP Contractor: Sub Contractor Concrete Supplier: R021 i V._t''Nf_1 P,AND & rR0')FI, Truck No. ----- _- Ticket No. k)—t�l401-87 Cast By: Cu.Yds.—- - l ---------Load No._ --- Weather SUNNY ----- — Temp High: Temp.Low: /4 Loc:ationof Placement: AERATION RA -,TN Test Time 1 O0 —___ Concrete Temp: r Strength Requirement: llpp _ PSI(c _=R - days Slump w Cement Type Mix No./No.Sacks 44108—_ _AlrContent_- Max.Aggregate_____ Admix.Amount:_ Brand _,'� Admix.Amount:_ ___.Bland: _.. Set Test @ Register Date Datc Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 2267 10/2P 11/0-� 95,588 28 .27 3280 458 28 226-,7 10/2_ 11 211 1 104. 190 28 .27 3690 466 28 2267 10/3 E 11/2 111,690 '8 •27 3950 466 HOL • 56 2267 10 12/22 114 ,650 29 .27 4060 470 �_. F-- F-- Lon ..J 111 J Remarks: cc !HDR ENGINEERING I.INIFT.ED SEWERAGE AGENCY CITY OF TTGARD PLASTTr-IZFR WAS AnnED AFTER TEST . WiUOTSH FOREMAN WAS NOTIFIED OF SLUMP & AIR - --- — ---- -- -- - - Information contained herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection& Related Tests Carlson Testing, Inc. (-P--,-' l 1-4-, P.O. Box 23814 J')13 r40. - —----- Dec 16 , 199: Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY -- UNISPECTION DEPARTMENT Client --------- — -- DURHAM WWTP SUPPORT FACILITIES Project T IGARD OR Soil Description 3/4"-0 ROCK FROM MORSE BROTHERS rnFFFF I AKF Max Dry Density 126 .5 —lbs./ru.tt. Optima n Moisture 1 -3 __ % Method of Test ^ri'd-J I (A I-1 o Serial k LWT 77 NHL 3gtlA DATE OF TEST ELEV. LIFT MOISTURE IN-PLACE DENSITY % TEST LOCATION �---- TEST N0. F-T. N0. % WET DRY COMPACTION 12 .16 4 BUILDING "C" RUCK PAD FG 4 .6 128 .8 123 .1 97 6C 12-16 3 BUILDING "C" ROCK PAD FG 4 .4 12.7 . 1 121 .7 96 — BC — 12--16 6 BUILDING "C" ROCK PAD FG 6 .2 143 .6 135 .2 T BC 12-16 7 BUILDING "C" ROCK PAD FG 3 .9 12. .6 1 F-- ` Remarks: = r'L-LY nF 11GARn HDR ENGINEERING Tested by ___FI FAC1 /MRN _-__ --_ - __ _ _-_- CARLSON TESTING INC. Information contained herein is not to he reproduced, e,cept in full, without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 REPORTOF TEST SPECIMENS X 12 CONCRETE _— Tigard,Oregon 97281 _ ASTM C172 ASTM C39 Phone(503)684-3460 Method of Sampling: Method of Testing: !_ FAX#684-0954 Date Molded: _ 10/11 19 93 Job No._ CP-9158 A Permit No: RON'S CONSTRUCTION Client: --. ----- -- Project: _ DURHAM WWTP SUPPORT FACILITIES Address: T I GARD OR RON'S CONSTRUCTION Contractor. __ ___ — _..Sub Contractor: ---- LONESTAR NORTHWEST 122- -- --. 151��U5 Concrete Supplier. — �— -- Truck No._ _ _ Ticket No._._ -- - Cast BY: HP MURPHY Cu.Yds. 30 -_._. Load No. 1/3T- -- Weather: — Temp.High:�68 - - -Temp.Low: 4' RAIN I ocation of Placement: SUIT-DING A , SPREAD FOOTINGS . - Test Time 10 30 —Concrete Temp:.__-_70 4500 28 2-1 /2 Strength Requirement: _. --.__ PCI(00) days Slump-.^--_—Cement Type —_ 4000 GDOT Mix No./No.Sacks-- 750 _Air Content _ —Max.Aggregate 3/4" Admix.Amount:-_ 46 OZ MB'JR Brandt 364 OZ WRDA40 Admix.Amount: __.Brand:__ Set Test @ Regis:gr Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. - Load PSI No. 7 1998 10/1 10/113 138,560 2.8 .27 4900 7. 7 1998 10/1 10/113 135,690 28 .27 4800 28 1998 10/11 11/08 158,300 28 .27 5600 7 28 1998 10/1 11/00 157,860 28 .27 5580 7 t I J Rer•arks: cc:CITY OF T I GARD HDR ENGINEERING LISA- Insvection Denarttent Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction hupection&Related Pests Carlson Testing, Inc. P.O. Box 23814 REPORT OF v 9Cot, E�z—_— TEST SPECIMENS Tigard,Oregon 97281 12 — Phone(503)684-3460 Method of Sampling: A ,M�_� — — Method 0;Testing: .— FAX#684-0954 Date Molded: > > ins _, 19_ 93 Job No. CP—F,6f31 Permit No: Client: 1-11 L fl1SWRIITI l DI_,N�TNGTnlr_ CC) =DURHAM SITE _ — -- Project: 9 —PLANTH,ASE- 118 — Address: — DURHAM OR --- ----- -- ---- Contractor: — I—�T�o�i�} —�pA4�S1d��T9A) --_—Sub Contractor: Concrete Supplier: Rn S TSI ANI').SANL) Truck No. g.O-i/207 Ticket No. A-140135 Cast By: ST—MER ---Cu.Yds._— 1.4+ Load _- Weather: _--. SU.NN_L'— --- Temp.High:_57 — —Temp.Low:._ _— Location of Placement: AERI1 ON BASIN Ill W.FSL_AND (-FNT R WALK4IAYS — Test Time!a1 0 Concrete Temp._.__Fa-$-- 6.9 Strength Requirement. —. 400Q —_` _ PSI @_ —days Slump 3 112 Cement Type 3 1/4 " Mix No./No Sacks-—_.—.44108 _Air Content 6 .4% / Max.Aggregate 3/4" Admix.Amount: —Brand /A Admix.Amount: Brand: -- Set I Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 4 2421 86,042 3040 460 -27 14 2421 11/08 11/"'"? — - — 28 2421 11/08 12/04 Z -- ►R— I 28 2421 11/08 12/04 8 . 27 ---- N -_ _ 92,865 3"280 460 �, II 4 2422 11/08 11/10 _ 8 .27 m 7 2422 11/08 11/13 8 .27 c� 14 2422 11/08 11120 28 2422 11/08 12/04 28 .27 Remarks: —L:(-:Hr)R ENGINEERING -- UNIFIED SEWERAGE AGENCY -- - _CJ1 Y OV 3 T GARD—_ -- _ SFT T_j.JJ�S� FROM I.IF - c — G rr�7�l+l�lN��—�Jrc � .4 ' � 1 � - W/C = .41 ( I I ) information contained herein is not to be n.Produced,except in lull,without prior authorization from this office. Construction Inspectton&Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 ASTM 0172 r AS LM C 39 Phone(503)684-346;.: Method of Sampling: Method of Testing: _—___ FAX#684-0954 10/05 01-668 L Date Molded: , 19 Job No.----- eermit No: Client _ WILDIS11 BUILDING CCMPANY - DURHAM SITE __-.- Project DURHAM WWTP PHASE IIB DURHAM, OREGON Address: -- — ----.. . WILDISH Contractor: _— —Sub Contractor: .._—. — ROSS ISLAND 201 T-448266 Concrete Supplier: __ Truck No. 7',.ket No. J . BRYANT 50 � Cast By. Cu.Yds._____ Load No. SUNNY 74 40 Weather: Temp.High: Temp.Low: CLARIFIER #3 TOPPING SLAB . Location of Placement: _— ---- Test Time $ JO Concrete Temp: 6 _ 4000 4-1/2" I Strength Requirement: PSI(g) days Slump Cement Type 4510C 5 .2.E 3/3" Mix No./No.Sacks AlrContent --_—Max.Aggregate —_ Admix.Amount: __Brand VR Admix.Amount — _Brand: -_ -- _. Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 1921 10/0 1.0/1 ' 94,625 28 .27 335() 461 28 1921 10/0 11/02 128,000 28 .27 4530 461 28 1921 10/011/02 123,680 28 .27 4370 461 a a N — --- -- t- m J Remarks: cc :CITY OF 'r 1 GARB _-- ------_.-� HDR ENGINEERING UNIFIED SEWERAGE AGENCY Information contained herein is not to be reproduced,except in full,without prior muthorization from this office. Construction Inspection& Related Tests Carlson Testing, Inc. REPORT OF C .X 12 CONCRETE TEST SPECIMEIJS P.O. Box __..- Tigard,Oregoonn 97281 -r > ASTM C39 FAX (503)684-3460 Method of Sampling: AS TM C1.7 c _ Method of Tasting: — FAX#684-0954 10/28 �� CF-6681 Date Molded: _ —. 19-_ Job No. Permit No: Client: -- WILDISH BUILDING CO — DURHAM SITE _ -- - ---- -- _— Project: DLIRHAM WWTP PLANT PHASE IIB Address: DURHAM OR — Contractor: — WIL DISH CONSTRUCTION Sub Contractor:- --- Concrete Supplier. LONESTAR NORTHWEST 70 15.7848 _ Truck No.__ ___T(cket No. Cast By: _ -- C'. S TASCH _Cu.Yds.—� S -.----._Load No. !-- -- OVFRCAST63 42 Weather: �_ _.� Temp.High: __.Temp.Low: Location of Placement: SLAB ON GRADE FOR COMPUTER FLOOR — --- ------- --------------- 10:47 ?8 Test Time Concrete Temp:- _ 28 Strength Requirement: 4000 PSI @ days Slump `;N Cemont Type " Mix No./No.Sacks 0750 _Air Content— 4.3x Max.Aggregate 314 — ---- Admix.Amount: Brand- ——Admix Amount _— ---Brand:--- __- Set Test @ Register Date Date Uni' Total Area Unit Report No. Days Number Recd Test Wt Load _ PSI No. I 1p1 3 2461 1/ 1;1/09 11/10 + 7,250 28.2.7 45O0 - - 459 28 2461 1/09 11/2_ 26.2.7 28 2461 11109 1 :/2. 28.2.7 a NOL D 2461 1 i 109 28.2.7 - -_ Il, m:,rks c_<::HDR ENGINEERING UNIFIED SCWERAGE AGENCY CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O.Box 23814 _PECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: Method of Testing: — ASTM C3�' FAX#684-0954 Date Molded: — 10/11 __, 1g.___22 Jab No. CP-9158A Permit Na --_----_ Client: BON 'S CONSTRUCTION C'n_ Project: DURHAM WWTP SUPPORT F,'1CILITIES _ Address: TIGARD OR Contractor: ROWS CONSTRUCTION -__Sub Contractor __f-EE REDFERN Concrete Supplier: ._ LONES_AR NORTH14EST Truck No. �`'�� Ticket No.—144746 Cast By: _--- S . STONER — -- Cu.Yds. 4 Load No. Weather: ._ PAIN — _ �— Temp.High: hTemp.Low: 53 Location of Placement CATCH BASIN AT ELEVATION 156 .27 AND 153 .89 _ Test Time At: 4 5_ Concrete Temp:_ 72 Strength Requirement: 4000 _ PSI @_2S __days Slump_31,/2"—Cement Type— Mix No./No.Sacks___ 0750 Air Content— 4 .h% _ _ Max.Aggregate U/4 Ad.n x.Amount:_ —_Brand — Amount: Brand:-- _. Set Test @ Register Date Date Unit Total Area Unit I Report No. Days Number Recd Test Wt. Load PSI No. 7 2062 10/15 10121 105,690 28 .27 3740 3 7 2062 10/15 1012 106,880 28 .27 3780 3 28 2062 10/1 11/11 131,380 28 .27 4650 8 28 2062 10/1 11/1 134,.150 29 .27 4750 8 R F— tn r f— G] CD Lil J Remarks: n -'CTTY OF TIGARD HDR ENGINEERING —__-- 1JNIFTE(] SEWERAGE AGENCY – INSPECTION DEP _ - information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. P O. Box 23814 Tigard,Oregon 97281 November 11 , 1993 Phone(503)684-3460 #CP-9158A FAX k 684-0954 QCT REPORT DATES COVERED: November 9, 1993 PROJECT: Durham WWTP Support Facility ADDRESS: Tigard, OR INSPECTOR: S. Stoner Approved Mix: 0752 Specified Slump: 4 " Max. S7,0ci.fied Air: 4 to 6% Specified Max W/C: . 46 ITEMS LOAD #2- TOAD #8 LOAD Truck 54 62 Ticket 156411 158885 Mix No. 0750 0750 Yards 10 10 Batch Ti-imp 3:29 9 : 38 h;C/Agq 91 9160 1% 18860 1% i,IC/Ac g #2 12120 lbs . 3% 12340 lbs . 5% MC/Sand ---- ---- Cement 6500 lbs. 6095 lbs . Fly Ash --- --- Water Reduc . 368 oz . :168 oz . Air_ _ 51 oz . 46 oz . Water 142 ql . 1-5 job 207 gl. +10 job Other Rhec,buiI d ---- ---- — ---- Tota]. Wgt. 19, 031 39, 129 Test Time 10:05 11 : 15 El.apced Time 1 hour 45 min. 1 hr. 37 min. Air Temp. 429 439 Conc. Temp. 679 829 S 1ump 4" 33//" #CP-9158A November 11, 1993 Page 2 of 2 ITEMS LOAD _2 LOAD #8 LOAD Air 5.9% 5.7% Unit Wgt. 143.36 144 .96 Fly/Total Cem. 6500 6095 Total Water 2023 lbs. 2618 lbs. Fly/Cem. Cont. 644 .60 609 . 1 Yield 10. 10 10.0 W/C . 31 .43 Location: Building A slab on grade. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter, please do not hesitate to contact this office. Respectfully submitted, fARLSON JT-STING, TNC. Douglas W. Leach President SS:cat cc: Ron's Construction Co. City of Tigard a HDR Engineering F_ Unified Sewerage Agency - Inspection Department Ill J Cons►.ruc►ion Inspection&Related rests Carlson Testing, Inc. P.O.Box 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _-_;�,T-�_7� Method of Testing: FAX#684-0954 Date M jided: _ 19 19—.33 Job No.,__CP–6�t 1 Permit No: Client: I.ITj nTRIITI nTntr- r^n ___p44;,,HAM SITE Project: __. DWRH <¢ WWTPLANT n ASE 119 Address: —DWRHAM OR Contractur: _ ��.�tTnc Sub Contractor: Concrete Supplier: _ SANn ,f. GAVEL _ Truck No._- _205,Z L�7 Ticket No.—_ A-140129 A-140135 Cast By: _ S STONER Cu Yds.----44-t—_--.Load No.I�3 Weathe•: ____SU T y T, High: Temp.Low:--.33—_____ LocationofPlacement: AERIATION BASIN ##1 WEST AND CENTER WALKWAY Test Time Concrete Temp: (-I �g - Strength Requirement: PSI Cal days Slumps LZ _Cement Type 3 1/4 " Mix No./No.Sacks 44 l OB_� Air Content ----Max.Aggregate. 3/4 " Admix Amount: _Brand Admix.Amaune Brand: --_ Set Test a Register Date Date Unit Total Area Unit Report No. I Days Number_ Recd I Test Wt. Load PSI No. 86,042 3040 460 7 2421 _ X11 106,600 3770 462 14 2421 11/08 11120 28 2421 11/-18 2/04 ?T-27- 28 T 28 2421 11/08 12/04 8 .27 I I 4 2422 11/08 11/10 92,865 8 .27 3280 460 7 2422 11/08 11/13 105,500 8 .27 3730 462 _ 14 2422 11/08 11/29t__ _ 8 ��. 28 2422 li/08 12/04 28 .27 Remarks: r,r_&Hr)R FNr-TNEFRiNfUNIFIED SEWERAGE SEWERAGE AGENCY CITY OF X.IGARn - _`'ET T WA_'& F Q -WESTWAS*- W-/C- _ .42 FTS----- W/C = .41 ( I I ) information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection M Related Tests Carlson Testing, Inc. P.O.Do:23814 REPORT OF . ,E TEST'SPECIMENS Tigard,Oregon 97281 Phone(503)684 3460 Method of Sampling: __._ ,M Xa—__..__ Method of Testing: 416 TM Y__ FAX#684-0954 Date Molded: _.1111 0 —,19_ Job No. _ 'P-t;A q l Permit No: Client: 1.1 T1 DT-'H Bi1T1 nL'UG CC2 — 111lam.r TC Protect: n;UR lAM--4WJD E'!�!- PHASE T NO Address: +N/RNAM Contractor: Sub Contractor: Concrete Supplier: —ROSS I I OL NI) ,e ( ALF! _ Truck No.--6.i2___—_ Ticket No. T-4 5x':3 1._4 - Cast By: _ !_ lJClL2! — —.---- —_--Cu.Yds.--__212— --_Load Nova__ Weather. 6+ PLIAS T `y _ _ Temp.High. 60 --Temp.1.uw: 29 Location of Placement: 104 ATRIA TION BAS-FA-AND BRIDGE Test Time Concrete Tem _ Strength Requirement: 4O00 PSi Cd!-�� -days Slump 2 1/`' Cement Typel_____- Mix No./No.Sacks__ 4 11 7E? Air Content__S-6 X �_—_ Max.Aggregate Admix.Amount._ '46 OZ_/1 t?(� nf'_Brand 4+R / 3-OR Admix.Amourt�'O0 C7<� Orem '' !rf Set Test @ Register Date Date I IJ.1:t Total Unit Report No. Days Number Recd Test Wt. Load Area PSI No. 11 X1 109,750 3880 463 - — --=7 -`487 1 27- - 28 24 t3.7 11/1:I 12108 18.2.7 8 2407 11/11 12108 HOLD 248.7 11/11 x.4.2.7 ft' f- ln G] - -J Remarks: --r.-!HDR EM WEERZNG -- -- — UNIFIED SEwERAGE AGENCY ---- information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, 'Inc. 0- Y 12 CONCRFTF P.O. Boy.23814 REPORT OF _ TEST SPECIMENS Tigard,nregc.n 97281 ASTM 01.72 ASTM C 39 Phone(503)58.1-346f Method of Sampling: _ Method of Testing: _._ FAX fI 684-09::4 Date Molded: 11109 ' 19 93 Job No. CP-91584 Permit No: RON'S CONSTRUCT ION CO Client: — --- - Project: 0 RHAM WWTP SCIPPORT FACILITIES Address: _ T I GARO OR Contractor. W I L DI SH CONS TAXIC T ION Sub Contractor LEE REDFERN Concrete&ipplier: LONESTAR :NORTHWEST Truck No. 54162 —Ticket No. 15641.1 15t?t'1C�5 Cast By —__. `+TONER Cu.Yds. 11 O+ —Load Weather ___.��_— OVERCAST ___ Temp.High: 5 7__.. __ Temp.Low: Location of PlacementBLIIL DING -A- SLAB ON GRADE Test Timef 1.5_-_t:oncrete Temp: 6,7 8- Strength Requirement 4000 --�— PSI(4.) `` ___-_ days Slump4 Cement Typ� - 07505 8fg / 5 .71. " Mix No./No.Sacks __- —.___ Air Content�— _— --------Max.Aggregate- Admix Admix Amount: Bran /AEA__ —_—Admix.Amount -_-_ _-Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 2463 11/10 11116 114,710 � 2R._27 4060 9 .7 2463 1:1/10 11/16 llr7,110 2 .2.7 4070 - 9 11?8 2463 11/10 12/0.7 213.2.7 a 2N 2463 11/10 12/0.7 -'3•2_7 -- V) I r 7 2464 11/10 11/16 110,950 171R. 27 3930 c� --- 113, � � •- 250 � 1,r 4rlltl rf ..� .T 240•+4 11/10 11/16 � rr °' 28 2464 11/10 12/07 cn -- - — w J 28 2464 111/10 121O.7 _ Remarks: ce,:f E T Y_OE LI G&M - - - HOR FNGINFFRING UNrlED SFWFRA + 6GENC'Y — TNSPEC LI DE Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Constrw tion Inspection&Related Tests Carlson Testing, Inc. F.O.Box 238'14 REPORT OFA_ CE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ Method of Testing: ___ FAX#684-0954 Date Molded: 19--,,, Job No.__— F� Permit No: Client: Wil-DIS11 MOM-DING Project �� --- -- --_ Address: (111RHAM OR - Contractor: WILDISH C0NSTF'll(TT0I\l Sub Contractor: —_�_ -- Concrete Supplier: ROSS ISI_.nND SANK 73 GRAVEL _ Truck No. Ticket No. V-54'1687 Cast By: I (',R`.nO I Cu.Yds._. 11 Load No. ' Weather: `l-iNNY Temp.High- 65 _—Temp.Low Location of Placement: ACRATION 9A51N -- Test Time 1 c 20 Concrete Temp: F,F� 4000 Strength Requirement: _— PSI(a) days Slump_ —_...Cement Type ', - Aggregate— Admix. 3.iA Mix No./No.Sacks _._— 441013 Air Content _.__-_.— Max.Aggregate_ — —� Admix.Amount:_ —Brand' VR �--Admix.Amount:.__ Brand:— --- - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Reed Test - Wt. Load PSI No. I 7 2267 10/2 1 1/0",, - _ 95,588 -2g_27 3280 458 28 2267 10/2 E 1.1 28 .27 28 2267 10/'E 11/2 28 .27 F-IOL P 2267 1.0.!?R 29 -27 rr m W J Remarks: cr :HDP ENGINEERING — ----_— ___ _— IINIFLED SEWERAGE AGENCY CITY OF TIGARD PLASTICIZER WAS AHED AFTER TEST . —WIL_DI511 FOREh1AN WAS NOTIFIED OF SLUMP �e AIR Information contained herein is not to be reproduced,except lit full,without prior authorization from this office. Construction I>,upectiton&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF X 1?_ CONCRETEP.O. SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM C 172A`'I M C:,39 FAX#684-0954 Method of Sampling: — Method of Testing: 10/05 43 CP-9158 Date Molded: 19 Job No. Pu emit No: Client: RON'S CONSTRUCPION DURHAM WWTP SUPPORT FACILITIES _ Project: ---"" TIGARU OR -- Address: — -- —� Contractor: RONI S CONSTRUCTION Sub Contractor: -- ROSS ISLAND 201 T-448266 Concrete Supplier: _ -.—._ — Truck No.__ Ticket No._ ;1 . BRYANT 50 3 _Cu.Yds.__. ___Load No. Cast By: - �- SUNNY Temp.High: 74_ ___Temp.Low: 40 Weather: — r_.LARIFIER #3 TOPPING SLAB . Location of Placement --��---- -- 8: 50 __Cuncretr Temp: 68 Test Time - --- - _ 4000 28 4-1/2„ I Strength Requirement: PSI to------days Slump __Cement Type 4510C 5.2% 3/8 Mix No./No.Sacks—--- Air Content _ Max.Aggregate -- -- _Brand:- Admix.AmoundVR t:_ Bran ---rAdmix.Amount: _ ---- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd (C st Wt. Load `PSI No. 7 1921 10/0 10/12 94,625 28 .2.7, 3350 1 28 1921 10/0 11/0 _ 28 .2/ 128,000 4530 5 _ 28 1921 10/0 11/0 123,680 28 '27 4370 5 a r — a N _ F- ca C7 Remarks: cc:C I TY OF TIGARU _-- R NGINEERING Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related tests Carlson Vesting, Inc. 14 REFORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box on 97 _ Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: _ i)S T M C"_9 FAX#i 684-0954 Date Molded: i "/2q19 �3 Job No. t_ F, a 1 t' f� Permit No: Client: RON 'S CONSTRUCTION CO Project DURHAM W14TP SUPPORT FAC IL I T IE'=, Address: T I GARD OR _ Contractor: WILDISH CONSTRUCTION `Sub Cmtractor: _—LF_E REDFERN Concrete Supplier: LONESTAR NORTH14EST Truck No. 70 '1 TloketNo._ 158009 Cast By: M . LAF<<�ON Cu.Yds.— 61 Load No.2 Weather: OVERCAST Temp.High: 61 Temp.Low: 40 Location cf Placement: STEM WALLS FOR COMPUTER KOOM AND EUILDING AREA A STEM WALI_C. Test Time 3: 50 Concrete Temp: 1 — 1000 Strength Requirement: --. — PSI @ .days Slump— Cement Type.-- _ Mix No./No.Sacks 0750__ Air Content 4 5% — —____Max.Aggregate Admix.,4mounC W/AEA--Bran Admix.Amount: Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Dayb Number Recd Test Wt. Load --- - PSI No. 7 2305 11/01 11/0 '74,988 28 •27 2650 6 28 2305 11/01 11/2 29 •27 28 2305 11/01 11/26 28 .27 n r cc W J Remarks: cc:CITY OF T IGARD HDR ENGINEERING UNIFIED SEWERAGE AGENCY — INSPECTION DEP Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspectimt&Related Tests Carlson Testing, Irks C,F) r'r'RI P.U. Box 23814 .JOB NO Nov O,i , 1 99 ; Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX a 684-0954 UNJFIED SEWERAGE ACFNr'y Client - ----- - ------ DURHAM LJWTP PHASE IIB Project _ DURHAM OR - Soil Description 3/4 "--n r.,nrk FPC)Mr,CE Fz�'ri11 L� -�,_ )FFFF i A K F Max.Dry Density L''i Ibs./cu.rt. Optimum Moisture 1 '16 Method or Test AA`=,HT V) T-1 sit) Serial k 0 DATE OF TESTELEV. LIFT AI FIELD.- INP s°c0 Siry% TEST NO. TEST LOCATION FT. N0. % ,,,,E ORy COMPACTION �r ] ] -Oa 4 NORTHWEST CORNER OF BUILDING A FSG, j .9 ] 261 .4 121. ' g6 F 1.1-03 5 NORTHEAST CORNER OP �alt I I DIN(-, A f'�.I; 7 "'Fs 1 23 . 1 y7 F 1 1 - 03 6 FAST COMPUTER SLAB F ' f >f 1130 .0 114 .0 98 SF 11 - 0 t 7 VIEST CENTER BUILDING A FSG .0 127 .8 120 .6 1--4 SF 11-03 Et 50U11IWF.ST OF BUILDING A FSG 6 . 1. 138 .5 130 . 5 1 100+ 11 --03 9 SOUTHEAST OF SU I LD7 NG I) FSG 3 133 .2 1 25 .3 q9 m - w Remarks: cC C.IIY OF -- J H161 F'N1JNFFRTNG 95% COMPAr*1 1 f1N I S CSI QUTRED . Tested by _Jsl I Ila I rl'/h1r�F1 —^ CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from Wis office. Construction Inspection &Relc,ect i gists Carlson Testing, Inc. P.O. Box 23814 RC:PORT OF h X 1.2 CONCRETE TEST SPECIMENS Tigard,Oregon 9721, Phone(503;684 :V:- Method of Sampling: ASTM C172 Method of Testing: ASTM C39 FAX#684-Wt',' Date Molded: ___ 1 0/21 , 19 �� Job No. C21915$A Permit No:— Client: '_`.! CONSTRUCTiotL.CO Project: DURHAM WWTP SUPPORT FACILITIES ---------- Address: TIGARD_OR Contractor: . WILDISH CONSTRUCTION Sub Contractor: — LEE REDFERN Concrete Supplier: ROSS ISLAND SAND & GRAVEL_— Truck No. ^209 Ticket No. T-449793_ Cast By: J . BRYANT_ Cu.Yds. 50 Load No 1 --- Ct\/FI'RCAST Temp.High:h 57 Temp.Lo'N: 50 Weather: tocebonolPlacement: BASIN IN—FILL FOOTINGS Test Time_R_n4 Concrcie Temp:_— r'4 Strength Requirement: 4000 — PSI(� ___?___days Slump_';11 Cement Type T 4410E 5 . 1% Mix No./No.Sacks-- Air fonlent Max.Aggregate 3/4 Admix.Amount __.__ __ —Brand VIR __Admix.Am4 unt_—.._—__ --_Brand:_—_— Set Test R Register I Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 2170 10/22 10/2E 103,220 28 .2i 6�i0 4 28 2170 10/22 11/1E 28 .27 28 2170 10/22 11/1E 28 .27 HOLD 2170 10/22 28 .27 a ca LL1 .J I Remarks: cc:CITY OF TIGARD HDR ENGINEERING t1NTFTFD SFL1FRA -F AGFNC'Y - TNSPFCTTON DFF' Informatior contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection& Related Tests Carlson. Testing, Inc. P.G. Box 23814 Tigard,Oregon 97281 Phone(503)684-3.160 October 29, 1993 FAX#684-0954 #CP-915dA FIELD INSPECTION REPORT DATES COVERED: October 28, 1993 PROJECT: Durham WWTP Support Faci-lities ADDRESS: Tigi. d, OR INSPECTOR: C. Stasch 9485 10-28-93: CTI representative witnessed placement of 4000 PSI concrp-Le, mix 4500/4000 MOT 0750 from Lonestar in slab on grade for computer flcor. Load #1 slump was 3" , air was 4 . 3% and water cement ratio was . 35 . Load #2 slump was 4 ' , air was 4 .8% and water cement ratio was .44 . Our reports pertain to th- =4-�-rial tested/inspected only. nformation contained her.E..Ln is not to be reproduced, except in full, without prior authorization from this office. If there are any .further questions regarding this matter , please do not hesitate co contact this office. Respectfully submitted, CARLSON TESTING, INC,/ Douglas W. rLeach President CS/cat i- cc: Ron's Construction Co. Unified Sewerage Agency - Inspection Department City of Tigard HDR Engineering J Construction Inspecttun&Related Tests Carlson Testing, Inc. CP-9150 SOB NO. -- Opt ?0 ' 1993 Tigard,Oregon 23814 281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY - INSPECTION DEPARTMENT Client -- -- --�� DURHAM WWTP SUPPORT FACILITIES Project . TIGARD OR Soil Description 3/4"-0 ROCK FROM MORSE BROTHERS - COFFEE LAKE Max. Dry Density .____126 .5Ibs./cu.ft. Optimum Moisture_ 13 .3 % Method of Test AA`i{TO T-180 — __ Serial# 20677 NUC 3440 PATE OF TEST ELEV. LIFT MOISTURE ��isusccuENS11 Y % TEST N0. TEST LOCATION FT. NO. % WET —DRY COMPACTION ec 10-19 1 NORTHEAST CORNER OF COMPUTER LAB GRACE 5 .3 128.1 121 .7 96 10-19 2 CENTER OF COMPUTER LAB GRA C E 5 .1 127 . 12] .1 96 BC 10-19 3 SOUTHWEST CORNER OF COMPUTER LAB GRACE 4 .1 11- 1 .7 126 . 100+ — C FT_I Remarks: CC CITY OF TIGARD HOP I r,lGTNFFRING Tested by __ y__LF — —_—.—______ CARLSON TESTING INC. Information containLd herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. CP-QI 5, JOB NO. ___-___ Oct 21 , 100-"" P.O. Boa Tigard,Oregon on 97 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNTFIED SEWEP46F AGENCY - INSPECTION D.F.P!!)7TMEP/T Client --- --- - ----- DURH'tM 141AITP Sf 1PPORT FACILITIES Project __-.L£GA6'n nrz — -- Soil Description —__CLAYEY 51L.TY y 4VP __--.—_— Max. Dry Density 109.3 —lbs./cu.ft. Optimum Moisture 1.7.0 ____—_ % Method of Test .ASTM 21 _5 Serial #_ _. 099 NUC 3440 DATE OF TEST ELEV. LIFT FIELD IN-PLACE DENSITY Lys TEST LOCATION MOISTURE ��es.icu.FT.) TEST NO, FT. NO. % WET DRv COMPACTION - NC St1PPOR T FACILITY - - -- -- - - 10-20 1 PARKING LOST, SOUTH CFNTFR PARKING FSG 18. 122. 103.6 5 NC. 1021011 2 14EST CENTER PARKING FSG 1?. a 125._7 106 . 5 __ ?7 NC 10-20 -1 CENTER OF PARKING — "SG 16.2 122. 105. 3 96 NC 10-20 4 NORTHEAST CORNER 8U1 LDING "A" PARKING FSG 22. .Q 115. 94 .1 86 - NC — 10-20 _ 5 NORTHEAST PARKING FSG 16 . 119. --, 102-7 94 NC 10-20 6 NOR THAIEST PARA"ING ---, -- FSG :f.7. . 116. 98.6 90 10-20 7 f,IFST ENTRANCE WAY FSG 16.J 27_ 109.6 100+ rc r v, i- r.� cc LD Remarks: cc* CIK OF: rrG4RD— ------- ------- J HDR ENGINEERING 95t COMPAC r.T ON 15 RE OU.TRED. Tested by —_I.___1.A1.'F__, 6�tiD_lMa fd — — --- CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. CP-9158 P.O.Box 23814 JOB No. Oct 2.21 , 1993 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY — INSPECTION DEPARTMENT Client DURHAM WWTP SUPPORT FACILITIES Project nR Soil Description .— CLAYEY SILTY SAND Max. Dry Density 109 _Ib..,cu.N. Optimum IAoisture—1_Z 0._..._—. % Method of Test _Serial#_ _ 19971 NUC 3440. FIELD IN-PLACE DENSITY DATE OF TEST a ELEV. LIFT MOISTURE 'LOS'CU.FT.) °� TEST N0. TEST LOCATION FT. N0. � WET - AY- COMPACTION WT 10-27 1 NORTH ABANDON FORCE MAIN _ —2 ' 17 .9 100 . 84 .8 78 WT CORNER OF 10-22 2 BUILDING "A" ABANDON FORCE MAIN —2 ' 21 .2. 102 .7 84 .7 78_ WT SOUTH OF 10-22 3 BUILDING "A" ON ABANDON FORCE MAIN -1 ' 21 .3 109 .e 90 .5 8:t ci R _ _ 1=- 1 cc C-0 Remarks: CITY OF T IGAR✓7 '11 HDR ENGINEERING Tested by —8-.-11CARLSON TFRTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Refuted Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 ASTM C172 ASTM C39 Phone(503)684-C46,. Method of Sampling: Method of Testing: FAX#684-0954 Date Molded: 10/11 _119- 913 Job No. CP-9158 Permit No: client: :.�•t's C'ana;atit:.tiort ___ Project: DURHAM WWTP SUPPORT FACII_TTIES Address: TIGARD OR Contractor: W I LD I SH Sub Contractor: ----.- Concrete Supplier: l_ONESTAR NORTHWEST — Truck No. 122 _.Ticket No. 1'51-4 0 5 HP MURPHY 30 Cast By: Cu.Yds. Load No. c Weather: RATN Temp.High: F'R Temp.Low 4`' Location of Placement: 811It_DING A , SPRFAn FnnTTNr;S 70 Test Time 10' '40Concrete Temp: -- 4500 28 7-1 /?11 Strength Requirement: ___ 4000 PSI @ days Slump _-__ Cement Type 750 Mix No./No.Sacks —_-- Air Content Max.Aggregate__ 3/4 — 46 OZ MBVR 364 07. 14RDA40 Admix Amount: Brund� Admix.Amount: --Brand:_ .._� Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test _Wt. Load PSI _ _No. 7 19c+R 10/11 1.0/111 138,560 28 77 4900 2. 7 1998 10/1 10/114 135,690 28 . 27 4800 2 28 1 gC49 10/11 11/08 28 .77 LQ 1498 10/1 11/014 28 . 27 CL' N - t ti l� LJ J Remarks: cc:CITY OF TIGARD 14DR FNGINEFRING USA- Inspection Department_ _ Information contained herein Is not to be re•, oduced,except In full,without prior authorization from this off Ice. Construction Inspection& Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 FAX #684-0954 October 19, 1993 #CP-5158 SHOP INSPECTION @ Isley Welding DATES COVERED: October 15, 1993 PROJECT: Durham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: C. Carmic,i 10-15-93 : CTI representative performed visual inspection of shop welds on embed plates piece marked 1-H, 1-A ( 31) and 1-:3 (28) . The welds inspected conformed to AWS D1 . 1 and the Isley shop fabrication blueprints. Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON,TESTING, NC. Doug as W. Leach Pr6s'ident CC/cat cc : Unified Sewerage Agency - Inspection Department City of Tigard HDR Engineering J Construction Inspection&Related Tesr4 Carlson 'Testing, Inc. P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM 0172 Method of Testing: ASTM Cap FAX #684-0954 Date Molded: 10/1,1 _ 19 Job No. rP'R 1 58A Permit No: Client: ROWS CONSTRUCTION CO Project: DURHAM WWTP SUPPORT FACIL. ITIE�- Address: TIGARD OR Contractor: ROBINSON CONSTRUCTION __.._.._.Sub Contractor: _LEE REDFERN Concrete Supplier: LONESTAR NORTHWEST _ Truck No. Ticket No. 144 746 Cast By: Ste_STnNER _ Cu.Yds.-.__— 4 _— —Load No.1 Weather ----_----RAIN Temp.High:_ 64 Temp.Low: Location of Placement: �'ATCH BASIN AT ELEVATION 156 .27 AND 153 .89 Test Time—11- 7 4 5 __.Concrete Temp. > Strength Requirement: —__ 4 _00_ n _— PSI((r days Slump _{ _1_,/ '____Cement Type Mix No/No.Sacks 0750 Air Content % _- _ _--__ -- __Max.Aggregate 4/4 Admix.Amount:__ —Brand _ _Admix.Amount: Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 2062 10/15 10121 105,690 28 .27 3740 3 7 20621 10/15 10/2 106,880 28 .27 - 3780 3 28 2062 10/1 11/1 28 .27 0 28 2062 10/15 11/1 28 .27 K I'_ N H 4] li! J Remarks n 'C T T Y OF T T GARD HIM, ENGTNFERING LINIIFTi=nSEWERAGE AGENCY - INSPECTION DEP information contained herein is not to be reproducer',except in full,without prior authorization from this office. Construction Inspection&Relo.ted'lestc %...arlson Testing, Inc. P.O.Box 23814 REPORT OF /_�X 1 -2 C0NCR7TE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM r-1.72 Method of Testing: ASTM C39 FAX#684-0954 Date Molded: nR/30 19 93 Job No. CP-6681 Permit No: _-- Client: — LIILDISH BUII_.DING C0 - DUPHAM `:,ITE Prr;ect: - DURHAM 1414TP PtANT PHASF 1113 4adress: _ DURI-INN OR _-_ -- Contractor: W I L D T SH CnN$TRUCT?ON Sub Contractor: _ --- Concrete Supplier: POSS T';LAND SAND $ GRAVEI„_ . Truck No. 2081204 _Ticket No. T-44ZES9 �. T-44-179 62 Cast By: Waather: _—___—___ `,1_1 NY ----_--- Temp.High: AZ Temp.Low: 6,4 tocatonofPln;Pment: LAR ON GRADE, RF.Tl•'!:7EN STORAGE TANK AT NORTH ENf) OF 1�RnJFCT - — -- -- - -- —_ Test Time FI: 00/2 3C1_�Concrete Temp:__ 76 --ZG _ Strength Requirement: 4000-- — PSI @ 28 days Slump ___ Cement Type T Mix No./No.Sacks_ 4410R____ _AlrCv.:'tent—. 5 •3% / 4 R% —— Max.Aggregatei/4 — -- AJmix.Arrow nt:_ _ Brandfir` _ Admir.Amount: Brand: Set Test @ Register Date Gate Unit Total Area Unit Report No. Day:---Number Recd Test Wt. Load PSI No. I 7 100'/_!1 OW0 - 148,94 k .27 3860 456 -- Iia 1 35r, 08/"_s1 09/28 .27 'Et 1 '?561 op/'�1 ()9/2 ?9 ,77 HOL D 1'35 08/31. 28 27 `rs T T 7 1."i57 08/' 1 09/0( 112,400 R ,27 3980 456 25 i grF7 nt3/q1. ()9127 _8 .27 G'. _ _ 1 1 'sc7 ()a/:31 OC+/2 - --- - R ?7 HOLD! L 1157 08/31 'R , 27 j Remarks: ss:.._Hr1F& ENOTNEERTNG — ---- - -- -- IJNTFTFr) SFklFRAGF- AGENCY CITY OF__T_3_GAF2D irsforntation contained herein is riot to be iroroduced,except in full,withot,:prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. P.O. Box 23814 R_EPORT OF 6 X 12 CONCRETE _TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM 0172 _ Method of Testing. ASTM CC:i`) FAX#684-0954 Method of Sampling: _ 9• -- - Date Molded: 19 ' j Job No. C,P-66P1 Permit No: _._.._._ Client: WTLDTSH RIITLDING CO - n- ij HAM SITE Project DURHAM WNTP PLANT PHASE IIf3 Andress: OUPHAM OR -- Contractor: WTI. Lr I cH CON$T KUC T T ON _Sub Contractor: Concrete Supplier: _ ROB'S TS( AND SAND & GRAVEL7rurk No. 208/2QA____Tleket No. T-447 _. T-447862862 Cast By: — 1 IM .1-1- Cu.Yds.— 67 ----Load No.21!, -� Weather: — SUNNY __ Temp.High:R7 •remp.Low: 64 Location of Placement: SLSL�_ON (RADE BETWEEN S.-MRAGE TANK BUILDINGS AL NORTH ENCS OE _ PROTECT ----- Test Time R_0()/9-" 30 Concrete Tam F, 72 Strength Requi.emenC _- 4000 PSI @ 2s3 days Slump 4��.___ 1/?Cement Type fAx Nn./No.Sacks__ 44108 _ ___,__Air Gontent c �1;. / 4 . Max.Aggregate ' '�'4 Admix.Amount: Brand �,/P _ Admix.Amounc _—. Brand- —. -- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Numbe, Recd Test Wt. Load PSI No. I 7 1356 08/31 Oy!Or 103,9407— g .27 3860 4:76 28 1.356 08/31 09/2 7 1271_030 28 -27 4500 457 28 1356 08/31 Oq/27 123,670 8 .27 4380 457 rs HOLD 28 11,356 08/31. 09/27 _ 124,850 28 .27 4420 457 rz N IT 7 1357 08/31 09/06 112,400 13 ,21 3980 456 — ~ 124,800 4420 457 28 1.' 57 08/31 0'a/2. ' _8 .27 -� 28 1351 u8r:t 1 OQ1271 128,440 r 8 •27 4550 457 1101 b 28 1357 08/31 09/27 127,360 k .27 4510 457 irks - IINTFTEO SE14FRAGF AGENCY c. 1-T_Y_ OIE T I GA R D Information ront&ined herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection Refuted Carlson Testing, Inc. 7Te"st�s CP-9158 JOB No ___ C)c t 1 5 , 1993 P.O. Box 23814 Tigard,Oregon 97281 Nilone(50::',584-3460 REPORT OF IN-PLACE SOIL DENSITY TEST S FAX 4 684.0954 ( (NTFTED SEWFRAGF AGENCY — INtiPECTION DEPARTMENT Client DURHAM 61WTP SUPPORT FAC I I..I T I E5 Project TIGARD OR Soil Description __ CA AYPY c TI Max. Dry Density ...__109 lbs./cu.tt. Optimum Moisture �? % Method of Test ASTM D1 Sr7,7 _ Serial# 1 8739 _ DATE OF TEST ELEV. LIFT FIELD IN-PLACE DENSITY %TEST LOCATION MOISTUIE (LDS/CU.FT. TEST NO. FT. NO. % WET— DRY COMPACTION F FOUNDATION I FVEI 10-15 ? NORTH PARKING LOT NORTHEAST CGHNFP _ I 8 .9 X08 ,8 84 .4 77 F FOUNDATION LEVEL Ir 10-15 8 NORTHWEST CCRNER BLDG . A _6 .6 105 .6 8- 1 71:� _.F FOLINDATTON LEVEL 10-15 4 COMPUTER ROOM BLDG . A _ I _4 .7 109 . 1 87 . Ho -- SF FOUNDATION LEVEL 10-15 10 N0FJf4 BUILDING D CENTER — 0 .5 114 .3 94 .9_ > 7 'F F,I(INI)4TION LEVEL. 10-15 11 - SOUTHWEST CQRNER BUILDTNG A _-- 9 .7 127 .6 106 .6 98 F FO(.INDATTnN LEVFI 10-15 12 5DjJ ±ffP.5T r..OFNFG RUTI_.DING A _ _ 8 .9 101 .9 e5 .7 7R F r, 13 CENTER OF BLDG AREA r _ 6 .7 114 .7 98 .3 90 F -LQ-15 14 NORTH WALL BLDG AREA D "q 101-) .2 97 .6 89 c,. J HINTiarks. r tv n I" HDR ENGINEERING Tested by -- -- -- -- -- CARLSON TESTING INC. Information contained her,--in is not to be reproduced, except in full; without prior autho.ization from thli office. Construction Inspection&Related Tests Carlson Testing, Inc. C)ct 1 d , 1 99'3 P.O. Box 23814 JOB NO. _—_...._ Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF I1-PLAGE�S% DEYRff TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY — I SPFCT .O EPAP Client DURHAM WWTP SUPPORT FACILITIES Project _. TIGARD OR Soil Description _ 1 "—0 ROCK FROM LONESTAR Max. Dry Density 137 .4 lbs./cu.ft. Opt num Moisture 7 ' c' % Method of Test ASTM D1557 Serial# 18739 DATE OF I TEST ELEV. LIFT MOISTUREFIDIN(LBS./ DENSITY TEST N0. TEST LOCATION FT. NO. % wIEt p yRYR COMPACTION 10-7 BLDG AREA A , SOUTHWEST CORNER 0 7 .0 113 .4 106 .0 77 -~ cc : CITY OF TIGARD Remarks: -- --- - -— J Tested by E• BUSCH/LLO C'ARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. CP-9'l58 C'c t 14 , 199'3 P.O. Box 23814 JOB NO. _ Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY - INSPECTION DEPI;RTMENT Client ---- - - - DURHAM WWTP SUPPORT FACILITIES Pru;ect TIGARD OR Soil Description CLAYEY SILTY SAND 109 .3 1% .G Ac,TM D1557 Max. Dry Density_ _ _lbs./cu.ft. Optimum Moisture _-_.__ -_ % Method of Test _ --� Serial# _ 18739 _— DATE OF TEST ELEV. LIFT MOISTURE E IN 188.Cu DENSITY ITV % TEST N0. TEST LOCATION FT. NJ. % W - DRY COMPACTION 10-07 2 BLDG AREA A CENrEP 0 26 .8 105 .7 83 .4 76 10-07 3 BLDG AREA A NW CORNER 0 16 . 1 99 .5 85 .7 78 rr I^ V) J G] Remarks: cc ' CITY OF T IGARD HDR _NGINE RTNG _J Tested by E • BUSCH/LLO _ CARLSON TESTING INC. Information contained herein is nor to be reproduced, except in full, without prior authorization from this office. DURHAM ADVANCED WASTEWATER Uf(Al; TREATMENT PLANT DATE: August 20, 1993 CONSTRUCTION PROGRESS REPORT NO. 46 40 C-HE M PHASE �s in :o— 1S t10 I •S 0 N 0 J f M A M J J A S 0 N D J r M A M J J A S 0 N 0 J 1p9� 1991 1993 1994 �taius Summary as of July 30. 1993 Chemical Contract Time -- Days into Construction 703 Percent of Contract rime 79% Contract Payments This Monih $762,979 Contract Payments Total to Date $28,960,973 Percent of Contract Amounts including Change Orders 90% Shop Drawings Submitted to Date 694 Number Returned to Contractor 694 Chemical Expansion Phape: For the month of July, the Digesters have been operational. The hot water boilers have been operating in the automatic mode using digester gas as primary fuel. The thickening centrifuges are in operation in conjunction with the existing dewatering centrifuges, the new screw conveyors and the sludge cake pumps. Temporary dewatered sludge piping has been installed to load sludge trucks. The sludge storage silos are scheduled to be installed in September. PLC programming has been completed for all the equipment placed into service. At the Chemical Feed building, the major chemical piping and pump installations are 80% completed. Wiring and comrol installations h,!-.e begun. interior finish work began for the following Chemical Feed building rooms: MCC, Control, Lunch and all Restrooms. Construction of the Lime Slurry Trench continues. Irv. the area of Aeration Basin No.2, work continues with the installation of diffusers, RAS piping, ARS and MLR pumps and piping. Aeration Basin No. 2 mixers have been installed, The rehcbilitation of Chemical Clarifier No.2 and the rec.arbonation basin conversion to chlorine contact continues. The replacement of the existing filter piping and valves is near completion. The pipir;a- : pumps for the reuse and now equalization is 75% ecmplet�:d. Site grading is in progress. Curb and wutter formation began for the RV dump site, the Chemical Feed building,and the Septagz Receiving facili,y. Sto1•m drainage piping and catch basins have been ii,stalted. Rotomilling of the asphalt from the temporary parking lots completed. Construction Inspection&Reieted T"" Carls®n Testing, Inc. 6 Y 1CONCRETE P.O. Box REPORT OF 2_- _— TEST SPECIMENS Tigard, Oregoonn 97281 -1AS TM CC-39 Phone(503)684-3460 Method of Sampling: __ ASTM C1 2 Method of Testing: __ ___--- -_ FAX h 684-0954 10/28 93 -CP-9 Date Molded: 19—_--- Job No. _ - Permit No: .___- -- - ---- . -_- ----- RON`S CONSTRUCTION Client. — — ----- --- --- - - - -- DURHAM WWTP SUPPORT FACILITIES Project: --- TIGARD, OREGON Address: — --- ---- ---- -------- —_ — Contractor: RON rS CONSTRUCTION —Sub Contractor. Concrete Supplier. _ L ONES TAR NOA'rHA/ES T TO - _ Truck No.—._� _Ticket No. C' Cast By. ---S TAS CH --Cu.Yds. 9. 5__--l--l gad No. OVERCAST 63 42 Weather: __ __ — Temp.High:__----_. __Temp.Low: Location of Placement -- SLAB ON GRACE FOR C.OMPtI FER FLOOR -------- 7� _ Test Time_10:4? _Concrete TerrP _--- - - 4000 " r Strengti Requirement: PSI @. __days Slump ____-_--_Cement Type .._ 0750 4.3* 314 Mix No./No.Sacks _ AlrGontent_ --------Max.Aggregate--_-- _-----___-- Admix.Amount: - _—Brand- Admix.Amount -- Brand:_____r_-___—f--- -- Set Test @ Register Date Date Unit Total Arca Unit Report No. Days Number Recd Test. Wt. Load _ PSI No. 1" 13 2461 11109 1]/':0 12.7,250 28.2.7 4500 11 29 2461 11/09 11/2_ 28• %'T 28 2461 11/09 1112! 28.2.' HOL O 246+1 11109 26.2 C.t LD H N r H m _ _ --- - - w - Remark-r CC: CITY OF TIGARD HDR ENGINEERING UNIT].ED-_SEJAIEE2c►GF ALN PECrIM-D1'_XAR'IMF.b1T -- -----__ —___ Information contained herein is nct tr be reproduced,exceut in full•without prior authorization fr,in this office r s Construction htspectton &Related Tests Carlson Testing, Inc, c�t�r�xn�r�, �'! t q oc 6 .X .12 CONCRE"1-E P.O.Box 23814 REPORT"OF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)694-3460 ASTM 0172ASTM C.3`�, FAX P 684-0954 Method of Sampling: __- _ _--_— Method of Testing: _ -�-_-- 11/0%-r 193 CF•-9158A Date Molded: — ___ 119--__ .- Jot,Nn. Permit No: --- ------------ ---- -- - Client: ON 'S CONS TRLIC:TION c:U _ —.._ _ �___-- - - ------- DtIRHAM WWTP SCIPPORT FACILITIES- Project: -- - - --- --- Address: - TIGARO OR � Contractor: —._ _ RON I S CONSTRUCJ'ION LEE REDFERN _Sub Contractor: Concrete Supplier: L ONES TAR NOR THIVES T _ Truck No. 54/62 Ticket No. __ 1-96 41 1 - 158t�8 F Cast By: S_ S TONFR Cu.Yds..- 110+ -- _t_oEd N6'./R - Wemlier - -_-- 0VERCAST Temp.High:_`�'`•�--_---Temp.Low: _2 Lo,,ation of PlacementIRWL DING "A" SLAB ON GRADE —_— Test Timet 0.05/11'1 5..__(',onctete Tamp:—6.7 82-- S'rongth Requirement: 4000 - PSI @ 28 _deys Slump4� ___ -.Cement Type 0., 5 0 t " Mix No./No.Sacks-_ -_�_ - -Air Content- 5.8 / 5'.7x _ ---Max.Aggregate_`��~ Admix.Amount: _._Bran��FA_ Admix.Amount Brand:------- set rand:_ _— - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No Y 2463 11/101111161.14.7.10 2 .2.7 4060 9 -- 7 2463 11/10 11/16+ 1 115,110 2 27 4,970 2463 11/10 12/0? ' 27 28 2463 11/10 1210? ---- 29 27 -- 7I 7 2464_ 11/10 11/16 110,950 . %? 3930 _ 7 2464 11/10 . 11/16 113,250 2 q_27 4010 9 ?8 2464 11/10 12/0 7 2 .27 28 2464 11/10 1210.7 2P-27 -- Remarks: _cc'C T TY r)F T rG ARD _ -- — —— HDR ENGINEERING llN1FTFD IE1�lFFt,4(;1`AGE r - TNi;r) C_T112NN__L1EE'_� ------ - - — Information contained herein is not to be reproduced,except in full,without p,ior authorization from this office. Construction Inspectio,l is Rei.:W rests Carls®n Testing, Inc. REPORT OF o X 12 CONCRETE TEST SPECIMENS P.O. Box _ _ Tigard,Oregcn 97281 Phone(503)684-34f;0 Method of Sampling: ASTM 01.72 Method of Testing: ASTM C39 FAX #684-0954 Date Molded: 10/29 19 a Job No.___ Permit Client: ROWSCONSTRUCTIONCO Project: DURHAM WI-,ITP SUPPORT FACILITIE`. Address: TIGARD OR Contractor. RON'S CJONSTRUCTION Sub Contractor: Concrete Supplier: —', QNE STAR NORTHWEST Truck No. __-Ticket No. 15800`? M . I__ARSON 2 Cast 13y: _ Cu.Yds. ' ---Load No. ---- OVERCAST61 Weather: —. — _— Temp.High: —Temp.Low: AlA Locatinn of Plicement: STEM WALLS FOR COMF'UTER ROOM AND BUILDING AREA A E•TLM 7l Test ime ' 50 T -_-Concrete Temp:.. 1000 " t 1:2" ' Strength Require,nent: PSI(a) -_-- days Slump - _Cement Type—_ Mix No./No.Sacks 0750 Air Content__.__4 .5 __... Max.Aggregate_— — Admix.Amounc BrandW/AEA — __Admix.Amount: — —Brand: -- Set Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test wt. Loae Area PSI No. 7 .2-05 11/01 11/05 74,988 128 .27 2.650 6 28 2305 11/01 1112 28 .27 -''8 2305 11/01 11/2 , 28 .27 F- m C7 - w Remarks: cc :CITY OF TIGARD HDR ENGINEERING UNIFIED SEWERAGE AGENCY — INSFT_TION DEF' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction► Inspection d Related I'c.fs Carlson Testing, Inc. HEPONT OF h X 12 CONCRETE EST SPECIMENS P.O.Box 23814 Tigard,Oregon 972RI Phone(503)684-3463(' Method of Sampling: ASTM C-17 _ Method of Testing: _.._ ASTM C39 FAX#684-0q,5-1 Date Molded: 10/21 - 19 93 Job No. CP-91�' '� Permit No: CP3nt: _,_ RON '_S CONSTRUCTION CO Project: — DURHAM t,I1,ITP SUPPORT FACILITIES Address: — TIGARD OR -_....-_- Co tractor: — RON'S OONSTRUCTION _ Sub Contractor: LEE RE DF ERN Concrete Supplier: Kn`'S ISLAND SAND & GRAVEL Truck No 200 Ticket No. T-449793 Cast By: _—_ ?_BRYANT Cu.Yds._—_F'U_—_ Load No.1 OVERCAST Weather. � �. Temp.High:- 57 Temp.Low: 50 LocationofPlacernent: BAS1.N IN-FILL FOOTINGS Test Time 4 Concrete em 64 4000 Stre%th Requirement: . _ — PSI @._ R___.. days Slump Cement Type 441OB 5 . 1% 3/4 " Mix No./No.Sacks—.�-.--_ _AL-Contest _ Max.Aggregate.—� __-- Admix.Amaunt: -_Brand UR_ —__/,dmix.Am Set Test @ Register Date Date Unit Total Area Unit Report No. Days_ Number Recd Test Wt. —Load _ _ PSI _ _ No. 7 2170 10/22 10/2E 1.03,120 28 .27 3650 4 28 2170 10/22 it/id 123, L2n 8 .27 1 4360 10 28 2170 10/22 11/1 . 124,740 21? .27 4410 _ 10 HOLD 28 2170 10/22 11L8 119,',40 28 .27 4230 10 t-- Remarks: Cc_CITY OF TJGARD __ HDP. ENGINEERING -UN EFI n �,EMFRAGF A(�FNCY - TNSP T-I nN DEP---- __—_ ---�-- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 9728 Phone(503)684-3460 FAX#684-0954 November 19, 1993 #CP-9158A SHOP INSPECTION @ Isley Welding DATES COVERED: November 16, 1993 PROJECT: Durham WWTP Support Facilities ADDF'ESS: Tigard, OR INSPECTOR: C. Carmien 11-16-93: CTI representative performed visual inspection of shop welds on columns piece marked 2A (4) , 2B (2) , 2D (2 ) , 2E, 2F, 2X (2) , 2I, 2Y ( 3) , 3B, 3C, 3D, 3E, 3F, 4B (LR) , 4C (LR) , 4A (RL) , 4D, 5A (4 ) and 5B (4 ) . It was noted the specified 314" x 7+j " Nelson stud specified for the column caps were omitted and will be attached in the field. Plate "b" was welded to the column caps with a 5/16" partial penetration weld both sides. The welds inspected conformed to AWS D1. 1 f.ol weld quality. Our reports pertain to the material tested/inspected only. Information contained herein is n^t 'to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, INC_. 1 Douglas W. Leach President J CC/cat LL; cc : Ron's Construction Unified Sewerage Agency - Inspection Department City of Tigard HDR Engineering Construction Inspection d'Related I gists Carlson Testing, Inc. TEST SPECIMENS P.O. Box 23814 REPORT OF Tigard,Oregon 9728 Phone(503)684-34i;(. Method of Sampling: —_�s+4'�4-F-1-�Tz- Method of Testing: FAX#684-OS54 Date '4olded: __ 11/UL 19.___3-3. Job No. Cp-AF,ig1 Permit No: Client ---�.1-Il.DISkl $t.lrt ns��ntr__-�;A-=DURHAM S3TE------ - ---- - -- Prni9ct: Address: ---F4RJ4AM-OR -— --- ---- -. _ Contractor: r•rjkrp�z-�j_}_.�>a ._t ��.gp1. _ Sub Contractor: _^_��_ Concrete Supplier: ROIL- L�,LAAII��A�ID-$r- ;61AVE1 - Truck No._205/907 - Ticket No. A-140135 Cast By S STONER Cu.Yds.- 44+ -.-Load No.j_/Q__ Weather: SUNN]L _, _- Temp.High-5ZTemp.Low: 33 Location of Placement: A-L IAILO 41 WEST AND CENTER WAL kin tY`• Test Time 1i_2-0___Concrete Temp:-_6Ei..______69 Strength Requirement: _ 4000 PSI @_28 days Slump_3 LZ2 Cement Type L---___ 3 1/4 " Mix No./No.Sacks_ 441 OB Air Content--( .9 -.-----Max.Aggregate 3/4 Admix.Amount. _-Brand.WZ_Lf3,___Admix.Amount:.—_ Brand:— ---- Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load _ PSI No. 1-1 -ID _ 86,042 — 3040 460 _ 1 11/13 106,600 3770 462 14 2421 11./08 11/20 1_31.,170 4640 464 28 242111/08 12/04 _� 8_zz " 28 2421 11/08 12/04 8 .27_ 11 4 2422 11/08 11/10 92,865 8 27 3280 —460 7 2422 11/03 11/13 105,500 28 .27 3730 462 14 2422 7.1/08 11/20 132,350 28.27 4680 464 28 2422 11/08 12/04 � 8 _ 28 2422 11/08 12/04 28 .27 Remarks: c-,e b HII8 NC'TNPFQjN. UNIFIED SEWERAGE AGENCY rTTvnE TTG4Rn �c7 T WAS FGr,M I.IE -Wfa!_K- D!D 5 �- —WA s --F-R0Mt C=N:rF 444-7W� .4z� I�- W/C = .41 ( I I ) Information contained herein is not to be reproduced,eycept in full,without arior authorization from this office. Constniction Inspection d Related Tests Carlson Testing, Inc. 01, X 12 CONCRETF P.0.Box 23814 REPORT OF, TEST SPECIMENS Tigard,Oregon 97281 ASTM rl 7? ASTM C3'' Phone(503)684-3460 Method of Sampling: Method of Testing: _�__. FAX If 684-0954 11/16 qZ CP-01.681 Date Molded: , 19 Job No. Permit No: WII_DTSH B(JTLDING CO — nLIRHAt1 �T'F Client: ----.-- DURHAM WWTP PLANT PHASE TTn Project: -- DURHAM OR Address: -- Contractor: WTLDTSH CONSTRUCTTOhd _SubContractor- Concrete Supplier: ROSS ISLAND SANG? & GRAVIFL Truck No._ 209 Ticket No. _ T-450638 R . !.,IHTTF 11/22 Cast By: _ Cu.Yds. _— Load No. OVFRCAST 41/RAIN 64 2c) i Weather: Temp.High: _Temp.Low: CCl32 WALL_ SOUTH SIDE , THIS TEST REPRESENTS THF TOP HAI, F OF THF Location of Placement -- — ----- — WALL 1 ? ?F 62 Test Time - -_- Concrete Temp: 4000 2A T Strength Requirement: PSI @____days Slump Gement Type 441013 6 .2e "�14 " Mix No./No.Sacks Air Content Max.Aggregate VR ' Admix.Amount: Brand Admix.Amount Set Test @ Register Date Date Unit Total Area Ur,it Report No. Days Number Recd Test wt. Load PSI No. 7 _ 2599 11/17 11/2_ 84,836 8 .27 28 2599 11/17 12/14 28 .27 28 2599 11./17 12114 28 .27 a HOLD 2599 11/17 28 . 27 N I LO 1.0 cc:HDP FNGINEERTNG Remarks: - CIRTFTFD 5EQFRAGT_" Y� - CITY OF TIG_,ARD CTI REP . PERFORMED SLOMP , AIR , TFMP ANf, CAST FOUR CYI_.TNDFRS to DOC_ HOLL IDAYS - FORR ) REQl_lE5T . NO OTHER TEIST5 AS , Information contained herein is not to be reproduced,except in full,without prior authorization from this office. AMENDED 11-19-93 -^onstruction Inspection& Related Tests r/ Car son Testing, Inc. rf 9158 JOB NO. -_� N')„ 0,� 1 •3<; P.O. box on 97 _ -_ Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY Client --- DURHAM WWTP SUPPORT FACILITIES Project DURHAM OR 4., _ — �. - ----- ---- - Soil Description i;nCy__EELM__MaRcE RPEITHFPc, - r nGF F El_� ----- Max. Dry Density1 .'h-rF _Its./cu.ft. Optimum Moisture J 3 A % Method of Test ASTM. D1557 _—`_-- Serial N 1 ri f ii it n DATE OF TEST _ - - ELEV. I.IFT U FIE URE IN LAS EDDENSITY F�_ % TEST NO. , TEST LOCATION FT. N0. % WET oRr COMPACTION `;f= 11 -Oa 4 NORTHWFST CORNER OF RUILDING A F��G . 9 126 .4 121 .7 96 SF 11-03 E, NORTHEAST CORNER (Ir' III,II , r)Tt\u; A F`.r: 7 12>_ 123 . 1 G7 �F 1 1 - 0"1 6 FAST COMPUTER `;I..AR F`. r 1 } 1i0 .0 1 24 .0 98 SF 11 O i 7 WEST CENTER BUILDING A FSG _0 127 -8 120 .6 9�i SF - - --- 11-03 r, SOUIHWEST OF BUILDING A FSG 6 . 1. 1. 5 130 .5 100+ 1;F 11 --03 9 SOUTHEAST OF PU I L D I NG A FSG 6 .3 133 2 125 .3 99 r: N Remarks: cc: C I TY OF I f cjrI.n - -_ I.Lj I ti +' F'N TNFFPTN(, 95% COMPAr'1 I nN IS, t:I OUTRED . Tested by _41IH LI.I i'�!t. _ CARLSON TESTING INC Information contained herein is not to be reproduced, ercept in full, without prior authorization from this office. Construction Inspection & Related Tests Carlson 'T- esting, Ince P.O. Bcx 23814 Tigard,Oregon 97281 November 23, 1993 Phone(503)684-3460 #CP-9158A FAX #684 0954 SHOP INSPECTION @ Isley Welding DATES COVERED: November 22 , 1993 PROJECT: D,irham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: B. Scott 11-22-93: CTI representative inspected shop welds on T.S. column. The two way knife plate connections were inspected prior to welding to T.S. column. The inspection performed on the 7"x 7 " T.S. column was the weld to base plate of the 2-way connection plate. Items : 2T, 2H, 2W, 2V, 2U, 2S, 2R, 2C, & 271, were found to be acceptable. Inspected T.S. cn.lumn on 4"x 4" base plate, cap plate, and shear bolt to plate. Items : 5D, 54I, 5G, & 5C, found to be acceptable. Our reports pertain to the material tested/irispecto-d only. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. If there are any further questions regarding this matter. , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, ,IN�* 1 1 1 r . Douglas W. Leach President BS/cdh cc: Ron- s Construction Unified Sewerage Agency - Inspection Department City of Tigard HDR EngineFr•in; Construction Inspection&Related Tests Carlson Testing, Inc. 23814 REPORT OF TEST SPECIMENS Tigard,Oregon 97281 r7P +K-'-RF-T-F P.O.Box Phone(503)684-3460 '9'T M f�1Method of Testing: Methoa of Sampling: FAX#684-0954 Date Molded: .._ ' 19 Job No. Permit No: Client: Project: I I L2 777N ! Address: Di JRHnM nR Contractor: I.JILF)TI--,Ill .—Sub Contractor: Concrete Supplier: F,'0 T (,Mr) c.AND X- GPf)Vr-'--- Truck No. .Ticket No. Cast By: M I ()PIZION Cu.Yds Load No. Weather: SUNNY Temp.High: 65 Temp.Low: Location of Placement AERATION RA-TM Test Time --Concrete I emp: 400017, T Strength Requirement: PSI —days Slump - Cement Type Mix No./No.Sacks 44108 _Air Content Max.Aggregate 4 AdMiA.Amount— Brand- VP -Admix.Am tint: Brand: Set Register Date Date Unit Total Unit Report 0. Test @ Rec'd Test Wt. Load Area PSI No. NO. Days Number I I 1 7 ^267 10/ 1110" 95,588 ?8 .27 3280 458 28 22-67 IL 0/2 e 11 '2 104, 190 28 .277 3690 466 28 2 E, 11/^ 111.690 '.18 • 3950 466 2-167 10 29 .27 HOLID 56 - 12/22 cc LO Remarks: c� :HDF, ENGINEEPING INTFTED 'TEWEPI)GE AGEf-,ICY CITY OF TTGARD PLASTTrIZFP WAS AHED AFTER TEST . WILICITSH FnRFMAN WAS NOTIFIED OF SLUMP & ATR Information contained herein Is not to be reproduced,except In full,without prior authorization from this office. I I Construction Inspection & RcLated "Pests Carlson 'Testing, Inc. P.O. Box 6 .X 12 CONCRETE 14 REPORT OF TEST SPECIMENS_ Tigard,Oregon 977t?1 _ ASTM C:39 Phone(503)684-346 Method of Sampling: ASTM C1.72 __ Method of Testing: FAX ff 684-0954 Date Molded: 10128 19 93 Job No. CP-9158A Permit No: ROWS CONSTRUCTION Client: DURHAM WWTP SUPPORT FACILITIES Project: _ --- TIGARD, OREGON Address: - -- --� — ---- Contractor: RON'S CONSTRUCTION _Sub Contractor:_ Concrete Supplier. LONESTAf; NORTHWEST _ Truck No._ .70 'ricket No. 15.7848 Cast By: C- STASCH Cu.Yds._ 9.5 Load No. 1 OVERCAST 6 342 Weather: __ — Temp.High: _Temp.Low:_ SLAB ON GRADE FOR COMPUTER FLOOR Location of Placement: Test Time 10:4 T Concrete Temp: 7 40400 Sirength Requirement: __ PSI PSI @_._�t4 _days Slump ? __ Cement Type 0750 4.3% 314 Mix No./No.Sacks Air Content _ —_Max.Aggregate Admix.Amount: BrandAdmix.Amount:-----.—Brand:. — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 13 2461 11/09 11/10 12.7,250 28.2.7 4500 11 28 2461 11109 1112! 153,490 28.2.7 5430 12 28 2461 11/09 11/25 151,890 x'8.27 5370 12 HOLD 28 2461 11/09 11/25 153,200 28-2.7 5420 12 CC F-- fi C7 111 J Remarks: cc:CITY OF_TIGA_RD HDR ENGINEERING t1NTFIED SEWERAGE AGENCY --INSPECTION i E ARTMENT _ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Test-, Carlson 'resting, Inc. P.O. Box 23814 REPORT OF_" x 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method M Sampling: __ _TM C 172 Method of Testing: __ ASTM C-1`4 FAX N 684-0954 Daie Molded: ___-.- 11/22 ' 19 93 Jib No.rP-9158A Permit No: - --- - Client: -CONS T1Rk=.70N CO -------- Project: _.___DURHAM WWTP SUPRMT FACTI _TTTFS -- Address: — T TGARD OR_ --.- -- - -- - ------ Contractor: — RON 'S CONSTRUCTION __ Sub Contractor:___LEE__8-REE2.b1 Concrete Supplier I ONFS,TAR NORTHWEST _ Truck No. 5>64/122 Ticket No. 1 4717.-5-19 160192-1.5 Cast By: _-_ C _ STASCH _ CU.Yds._— 1 0/1 0 Load No.2 F)"IL --.---� Weather: __ -- NQW .__ -- Temp.High:_��--_—Temp.Low: 77 Location of Placement. FOO T I NGS BU I I D T NG C — -- --- Test Time 11_= 1 3/1 :3.13___Con„rete Temp:—62—_70___. Strength Requirement: 4000 PSI o)-. 28 —days Slump 4 _Cement Type I --_- Mix No./No.Socka-- 02E0 -Air Content____ Max.Aggregate 3/4° _ Admix.Amount: —Brand'HOT Admix.Amount: Brand: — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load_ — PSI No. _� r, 135,500 27 4790 14 — 2 715 _— ---- -- oHOLD 2715 .27 a N _a 124,720 R27 4410 14 2716 3 J rr 2716 3 ,_�_ 8 .27w 271 11 /9,11 J u^1 Remarks: . nF__T4_GAF#b — - HDR ENGINEERING 11041FIED CCIJC AGC_ i(t�',FNI13.y _ 1+4SPL:P 04PEP _ Information contained herein is not to tie reproduced,except in full,without prior authorization from'his office. Construction Inspection & Related Tests Carlson Testing, Inc. P.O. Box 23814 Tigard,Oregon 97281 November 24, 19 9 3 Phone(4 68 -095 460 � FAX N 6840954 #CP-9158A SHOP INSPECTION DATE'S COVERED: November 23, 1993 PROJECT: Durham WWTP Support Facilities ADDRESS: Tigard, OR INSPECTOR: C. Carmien #574 11-23-93: CTI representative performed visual inspection of shop welds on beams piece marked 6-A( 3) , 6-R( 2 ) , 6-C( 2) , 6-D, 6-E(2 ) , and 6-EE ; Channels piece marked 6-U, 6-V, 6-N, 6-P, 6-R, 6-S, and 6-T. The weldF inspect,...,' confoLmed to AWS D1 . 1 and the Isley Shop fabrication blueprints . Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, except- in full, without prior authorization from this office. If there are any further questions regarding this mF,tter , please do not hesitate to contact this office. Respectfully submitted, C1IRLSON TESTING, NC. Dougla, W. Leach President CC/cdh rY H '^ cc : Ron's Construction Unified Sewerage Agency - .Inspecti.on Department J City of Tigard HDR Engineering cD 111 aJ WA Construction Inspection&Related F'ests Carlson 'Testing, Inc. REPORT OF TEST SPECIMENS P.O. Box 23814 v -- . 2gN� T{ Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: -" ASTM -_ Method of Testing: __— FAX#684-0954 Date Molded: 11/Oh 19 _33. Job No. Permit No: Client: __--LJ Il_D-I-ak! Rl I T I n T Nir_ rn ---- Project: — —DURIA M WWTP PLANT PHASE_r rte— - -- - ---- Address: DURHAM OR �._ Contractor __Sub Contractor: Concrete Supplier: RfISS TCI-ANL) C-ANI) R r,RAVF1 Truck No. 2I)C:.1207 Ticket No. 4-14OI2cL-__ A-140135 Cast By: __. S_ 1cJONFR Cu.Yds.____44_+ Load No.1-Z3—. Weather: Temp.High:_.57--_ -Temp.Low: j Location of Placement: 9-81AT ION BASIN #1 WEST AND--L -UJFR WAI WAYS, _ Test Time 9 ,/1 1 :2t7--Concrete Temp: 6B --69 - Strength Requirement: —_ 4 000 PSI @_ _days Slump_�2/�" Cement Type 3 1/4" Mix No./No.Sacks___4 4 14a---_-Air Content__ 6-4% / 5 .9 Max.Aggregate_ 3/4 -- Admix.Amount:___ —Brand- Admix.Am unt _Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 86,042 28 -27 3040 460 7 2421 11/08 11/13 106,600 3770 462 j 13 .,170 i 4640 464_ 14 2421 1.1/0$- . 11/20 1 23 2421 11/08 12/04 .142,930 5060 467 Ci N 28 2421 11/08 12/04 143,033 8 �2 5060 467 11 4 2422 11/08 11/10 92,865 19 27 3280 460 4 7 2422 11/08 11/13 105,500 8 . 3730 462 14 2422 11/08 1.1/20 132,350 28.27 4680 464 28 2422 11/08 12/04 148,350 .... 27 5250 467 28 2422 11/08 12/04 49,86U-'- - 28 .27 53M ;7 Remarks: cr:HOR FN[;TNFFRTNC, UNIFIED SEWERAGE AGENCY r'l ly OF T IGARD ___- SET T WAS F-iOM --- W/C = .41 ( I I ) Information contained herein is not to be reproduced,except in full,without prior authoti Tation from this office. I Construction Inspection & Related Iests Carlson Testing, Inc. P.O. Box 23814 RE'-'ORT OF (o X 12 CONCRETL TEST SPECIMENS Tigard,Oregon 97281 -— Phone(503)684-3460 Method of Sampling: ASTM 0172 Method of Testing: _ ASTM C3`) FAX N 684-0954 Date Molded: 19/29 119 t_ .lob No. Permit No: - Client: RON 'S CONSTRUCTION CO Project: ._ DURHAM WWTP SUPPORT FACILITIES Address: T I GARD OR_ Contractor: RON'S (ONSTRUCTION Sub Contractor: _ Concrete Supplier: — � - L ONESTAR NTruck No. NORTHWEST Truck _Ticket No. 158009 Cast By: _ M . LARSON Cu.Yds. F Load No. 2 Weather: OVERCAST— Temp.High: ±1 Temp.Low:— Location of Placement: STEM WALLS FOR COMPUTER ROOM AND BUILDING AREA A STEM WALL`_ JSO Teat Time Concrete Temp:.__—=meq 1. . 1/2' — Strength Requirement: T nrl(1 — — PSI @ '?:' days Slump Cement Type_I 0 7.,.0 _Air Content 4 .5% Max.Aggregate 3/4 Mix No./No.Sacks W/AF_A Admix.Amount___---Brand:--- Admix Amount: Bran __ - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd —Test Wt. Load PSI No. 7 2.305 11/01 11/05 74,988 28 .27 2650 6 _ 28 2305 11/01 11/26 110,760 28.227 3920 1 13 28 2305 11/01 11/26 111,340 2 27 3940 13 a 56 2305 11/01 12/24 M Ln J CJ LD — LL1 J Remarks; cc=f^ITY OF TIGARD — -- - HDR ENGINEERING UNIFIED SEWERAGE: AGENCY — INSPECTION DEF' Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Comstruction Inspection&Related Tests Carlson Testing, Inc. P.O. Box TEPORT OF 6 X 12 CONCREI E TEST SPECIMENS Ti _ ! gard,Oregoonn 97281 Phone(503)684-3460 vtethod of Sampling: ASTM C172 --- Method of Testing: _.A`,TM C39 FAX#684-0954 Date Molded: 07/28 ' 19 9' Job No. CP-6681 Permit No:Chenti .. I.IIL_DISH BUILDING CO - DURHAM SITE Project: _ DURHAM WRIT!- F'LANT PHASE 119 Andress: DURHAM OR Contractor ;4TI.0ISI1 (70NSTRIJCT.I0N Sub Contractor: Concrete Supplier: PnSS T SI- AND SANf1 R GRA�)FI Truck No. _'- _-- Ticket No._.__A-1-3697 ; Cast By: r . KA',Tf l _ _____ Cu.Yds.__ -__ -_--- Load No.1 -- Weather: RA T N Temp.High: Temp.Low: 4 S Location of Placement. TTL T-t Jr PANFLS Test Time>> � .�O _ Concrete Temp: _~n Strength Requirement: _ .C+GO PSI ?R—_ days Slump _—Cement Type Nix No./No.Sacks—_ 44108 _-_ Air Content 4 .Q __Max.Aggregate— Admix.Amount: Brand-VP ——Admix.Amount: —_--Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. I Days Number Rec'd Test Wt. Load _ PSI No. T -7 n 4-7 07/-�a ()R 1r)4 U3,M0 ,F -17 4000 452 2q 0$ 37 07/20 0R/ ?7 — 2>z 08?t7 07/79 n8/mac ._8 .27 HOLD 0837 07/29 28 .27 O l _ .1 Remarks rr- -HDR FNt;IN FRINO _ UNIFIED SEWERAGE AGENCY _SuY t7F TIG,ARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office Construction InsPection & Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF f, _X 12 CONCRETE i TEST SPECIMENS Tin.rd,Uregcn 97291 —�f Phr.ine(503)684-3460 Method of Sampling: ASTM C172 — Method of Testing: 05TM _COP_--_— FAX If 684-0954 Date Molded: _ __ p7/28 . 19 42 Job No. CP-6681 Permit No: Client: WIL-.DISH BUILDING CO – DURHAM SITE Project: DURHAM WWTP PLANT PHASE IIS _— Address: DURHAM OR Contractor: WILDISH CONSTRUCTION .Sub Contractor: Concrete Supplier: ROSS ',aLAND SAND t GRAVEL. Truck No._ 73 Ticket No. A-136877, _ Cast By: C . KASTFI_ Cu.Yds. Load No.1 Wea!her: — PAIN _ __ Temp.High:7 n_ Temp.Low:. Location of Placement: TTI T–UP PANELST_— ___ Test Time 1 > ''O Concrete Temp: Shength Requirement: _ 4000 PSI @_7S days Slump --.Cement Type Mix No./No.Sacks—. A 4108 Air Content_____4 4 o" _�_ Max.Aggregate—? i Admix.Amount:__ Brand VR Admix.Amount:-------Brand: Set Test @ Register Date Date Unit Total Arga Unit Report No. Days Number Roc'd Test Wt. --- Load PSI No. T 7 0937 D7/79 09/0113,050 9 .27 4000 452 23 0837 07/29 08/2_ 144,410 .8 ,27 1 5110 454 2 0937 ()7/24 n8/? _ 145,700 28 .27 5160 454 HOLD 28 0837 07/29 08/251 144,790 28 .27 rc 5120 454 in J ria I Remarks: _HDR FNGINEF&Tt4G LINIFIED SEWERAGE AGENCY _ r IT`S Of= TTrA r) Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection c?Related Tests Carlson Testing, Inc. P.O.Box 23814 JOB NO. — !11.1 o 24- , 1993 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY Client DURHAM WWTP PHASE IIB Project . nl PRAM nR Soil Description rR T NO T NrS Max.Dry Density 1?r, 10 lbs./cu.ft. Optimum Moisture Vii,o % Method of Test r. Serial# i it n + 1 n DATE OF TEST ELEV. LIFTM FIELD IN Pea oDENSITY % TEST NO. TEST LOCATION FT. NO. n WET pqr COMPACTION PF ROAD "B" , --- - - n 9. $T T rIN CENTPR I-TINIE RF ROAD "S" . 08-213 ? $ n + 0 f T �117 o ' C, ? �q 4 1 /- 7 c,^ RF ROAD "S" , RF ROAD "B" , r)R_-?'1 4 STOTTON 2+F.tL rENTFR I TNF PF 45 ' SOUTH n -? S OF SC)UTH FNTRY TQ rHFMTCAI17 , P1 Ell, n ry jr A t - r•. 100.1- P IF 110 ' SOUTH 09-23 6 OE SOUTH ENTRY TO r f Tc -I FFED P1 OGn ' C, n A ''a R - 1- Ln I t J IU Remarks: J HPR ENGINEERING _ 14ILDISH PUTI._DING rn PI.IRHAM rTTE c>r_,o COMPACTTON IS REQUIRED . Tested by I I inns T cI h 414014 CARLSON TESTING INC. Information contained herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, inc. P.O.Box 23814 =2EPORT OF 6 X 1.2 CONCRETE _ _ TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ ASTM C172 __ Method of Testing: ASTM C39 FAX#684-0954 Date Molded: 07/30 _, 19_ 93 Job No._CP-66881 Permit No: Client: WILDISH BUILDING CO - DURHAM SITE Project: DURHAM WWTP PLANT PHASE II8 Address: DURHAM OR _. Contractor: WILDISH CONSTRUCTION SubCr,ntractor. ,_ Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No._ 211 _Ticket No. T-445654 _ Cast By: STONER Cu.Yds. 55+ ---Load Not Weather: SUNNY _ _ remp.High: 79 Temp.Low: 50 Location ofPlacement CHEMICAL CLARIFIER CHANNEL FILLET __ Test Time 10= 55 Concrete Temp: 78 - Strength Requirement. 4000 PSI @ 28 days Slump 3 3/4 __Cement TypeI____—_._ Mix No./No.Sacks___. 44106 _Air Content __Max.Aggregate__3/4. ._� —_.. W Admix.Amount:._,._ —,—Brand-. /AE1� Admix.Amount: Brand:-----.---- Set rand:-- _..-__Set Test Register Date Date Unit Total Area unit Report No. Days Number Recd Test Wt. Load PSI No. 7 0897 108/03 08/06 92,548 8.27 3290 453 28 0897 08/03 08/27 118,370 28 .27 4190 455 28 0897 08/03 08/27 115,020 18 .27 4100 455 o HOLD 28 0897 08/03 08/27 114,660 X8 .27 4060 455 r m w Remarks: —e-•HDP FNr4 T NF EP T NG UNIFIED SEWERAGE AGENCY CITY OF 71 CARR— - - -- Information con!ained herein is not to be reproduced,except in full,without prior authorization from this office. Construct,-in Inspection&gelated Tests Carlson Testing, Inc. P.O. Box 238 14 3EPORT OF 6 X 12 CONCRETE_ TEST SPECIMENSTigard,Oregon 97281 _. Phone(503)684-3460 ,Aethod of Sampling: ASTM C172Method of'festing: ASTM C39 FAX q 684-0954 Date Molded: ._w 07/30 19 93 Job Na CP-'6681 Permit No: Client. _ WIt_DISH BUILDING CO – DURHAM SI1 E Project: DURHAM WWTP PLANT PHASE IIB Address: DURHAM OR Contractor _ WILDISH CONSTRUCTION Sub Contractor: -- Concrete Supplier: ROSS ISLAND SAND & GRAVEL-- Truck Ne-_.__��-___.____—Ticket No. 1-445654 Cast By: _ S . STONER — Cu.Yds. 55+ Load Noy'— Weather. _ SUNNY Temp.High:—72Temp.Low: J0 LocAtionofPlacement: CHEMICAL CLARIFIER CHANNEL FILLET - Tevt Time 10= 55 — ___Cc.ncreteTemp, rt Strength Requirement. _ 4000 — PSI C, 28 days Siump 3 1/4" Cement Type_ Mix No./No.Sacks----- _ . 44106 _Air Content _-- Max.Aggregate_3/4 " Admix.Amount: W/AEA Brand --_ —_AdmixAmount -----Brand:-- Set __— Arend: —Set Test @ Register Date Date Unit Total Area I Unit Report No. Days Number Recd ��_ Test- wt. Load _ PSI No. 7 0897 08/03 ' Qrl `06 92,548; X8 .27 13290 453 28 0897 08/03 U8/27 8 .27 28 0857 08/03 08/27 _ — S, .27 i HOLD 0897 08/03 28 .27 r y J b J J Remarks: cr-G HDR FNC;TNFFRTNG — UNIFIED SEWERAGE AGENCY CITY OF TIGARt, — _--- --_ Information contained harein is not to be reproduced,except in fu6,without prior authorization from this office Construction Inspection & Related Tests Carlson Testing, Inc. P.O. Box 23814 MOISTURI; — DENSITY RELATIONSHIP CURVE Tigard,Oregon 97281 Phone(503)684-3460 AUGUST 6,1993 FAX#684-0954 CP-6681A CIiPrit: UNIFIED SEWERAGE AGENCY Project: DURHAM TREATMENT PLANT IIB Location: ON—SITE Sample: GRINDINGS Test Method: AASHT O T-180 Date Received: 8-04-93 Sample Method: AASHTO T2 Date Tested: 8-05-93 Optimum Moisture: 8.9 % Max. Dry Density: 125.0 Ib/ft3 Zero Air Voids Lines — Spec.Gravity = 2.6 k 2.7 128 127 — 126 - 25 — ao IN a `''124 — i~ H an Z 123 — A P+ Q 122 — 121 -- - ,z 120 -- m 119 4 S 6 7 8 9 10 11 ;2 13 MOISTUkL CONTENT (%) LML cc: CITY OF fIGARD HDR ENGINEERING WILDISH BLDG. ^0 DURHAM SITE Information contained herein b not to be rerroduced,except in full,without prior authorization. Constrzetion Inspection & Related 7'ests Carlson Testing, Inc. P.O.Box 23814 MOISTURE - DENSITY RELATIONSHIP CURVE Tigard,Oregon 97281 Phone(503)684-3460 AUGUST 5, 1993 FAX n 664-0954 CP-6681A Client: UNIFIED SEWERAGE AGENCY Project: DURHAM TREATMENT PLANT PHASE IIB Location: ON-SITE Sample: 1 1/2"-0 ROCK Test Method: AASHTO T-180 METHOD"D" Date Received: 8-04-93 Sample Mcthod: AASHTO Tl Date Tested: 8-05-93 Optimum Moisture: 9.9 % Max Dry Density: 136.1 Ib/ft3 Zero Air Voids Lines — spec.Greviry = 2.7 a 2.8 139 138 137 36 m 135 h an Z134 94 in � r Q 133 t a 132 ry F-- N ti 131 13016. w 5 6 7 8 9 10 11 12 13 14 J MOISTURE CONTENT (S) LML CC: CITYOFTIGARD HDR ENGINEERING WILDISII BUILDING CO - DURHAM SITE Information contained herein is not to be reproduced,except in full,without prior authorization. Construction Inspection&Related Teat: , Carlson Testing, Inc. 6 X 12 CONCRETE P.O.Box 23814 REPORT OF TEST SPECIMENS P.O. Oregon 97281 ASTM C172 ASTM C39 Phone(5n3)684-3460 Method of Sampling: _ Method of Testing: FAX#684-0954 Date Molded: 10/05 19 93 CP-9158 Job No. Permit No: Client: UNIFIED SEWERAGE AGENCY - INSPECTION DEPARTMENT Project: DURHAM WWTP SUPPORT FACILITIES TIGARD OR Address: - ---- WILDISH Contractor. _Sub Contractor. - _ --- ROSS ISLAND 201 T-448266 Concrete Supplier: Truck No. Ticket No.— -- J . BRYANT 50 3 Cast By: Cu.Yds. _Load No.. _ SUNNY 74 40 Weather: __. _- Temp.High: - Temp.Lrw: CL.ARIFTER 11f3 TOPPING �-,l hCG . Location of Placement: —_. - — — -- ---- Test Time 8:50 _Concrete Temp: 68 1•`AO 28 4-1/2" I Strength Requirement: __ PSI @— days Slump —Cement Type_ -- 4510C 5 .2% 3/8" Mix No./No.Sacks Air Content_ . Max.Aggregate— Admix.Amount: _. BrandVR _-Admix.Amount:_- grand:— -.- - Set Test @ Regleter Date Date Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load_ PSI No. 7 1921 10/0 10/1 : 94,62.5 28 '27 33517) 1 q _ 28 1921 _10/0 11/0i _ 28 .27 2P 11421 10/0 11/02 28 .27 v7 y t-- -r m .wJ Remarks: cc:CITY OF T IGARD - HDR ENGINEERING Information cant-nined herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. 14 REPORT OF 6 v TEST SPECIMENS P.O. Box on 97 _ � C1�NCF.ETF Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: 61,-TM t*1%? Method of Testing: _—aSIM C3`+ FAX#684-0954 Date Molded: Job No. rp-hAR1 Permit No: _- Client: — i.tTi nTc.w R1 tT1 Djnc:—Cly P%1 IP 4.Ma ' T Tr Project: 01 IQLJAM IjljTp a- �r HAQ T IR - _v Address: _ f,t Cif—, -------- --- Contractor. 104TI n rte, c—u,T41c T WI t+`T T 141 _Sub Contractor: Concrete Supplier: —rf15.c �$J_nNn. 2,441!i x- r-f�i)r_-i --_ Truck No. o_ i Ticket No. A= 41,640 - . A-1 �3r,43 Cast By: Cu.Yds. Load No.;2_LS Weather _ _ OVERCAST/SUNNY _ Temp.High: 79 Temp.Low:_ 44 Location ofPlacement CHEMTCAI. FEED RUTI_DING R(')OF 1 r) W) Test Time— __Concrete Temp: 4000 �Q 4 1 /-'" 1 Strength Requirement: PSI @ —_days Slump Cement Type_ _ '3 61 OF 1 I T(,I IT LIr, f Mix No/No.Sacks .__ Air Content. —_ Max.Aggregate VR Ad nix.Amount:__ Biand _ Admix.Amount:__ _Brand: Set Tess @ Register I Date Date Unit Total Area I Unit Report No. Days Number Recd Test Wt. Load PSI No. T 7 9732 OF+/21. 05/27 81,870 'R '7 2900 441 28 9732 05/21 06/17 .107,710 O ' 7 3810 446 28 9732 05/21 06/1.7 108,010 F; '7 3820 446 HOl_ D56 973? 05/21 07/15 113,050 :)R ?7 4000 448 N I T 7 9733 015/21 05/27 78,.409 'R 27 2 770 441 �- ?R 9733 05/21 06/17X3 ..27 J 109,270 3870 446 m ?A 9733 05/21 06/17s� .27 LD 109,290 3870 446 w w H(11_D 56 4733 05/?_1 07/15 115,260 9 .27 4080 448- -HDR ENGINFFRTNG Remarks: __. ---_ -- - --. __ ----- -�- 1 CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection &Related Tests Carlson Testing, Inc. RECEIVED MAY 4 1993 P.O. Box 23814 REPORT OF 6 X 12 t.ONC:RE..TE TEST SPECIMENS Tigard,Oregon 97281 COMMUNITY DIVE.LOPMflMone(503)684-3460 Method of Sampling: ASTM ('172 Method of Testing: ASTM FAX#684-0954 Date Molded: 05/13 ,19 93 Job No. CP �,h81 Permit No: Client. __ 14TLDISH BUILDING CO — DURHAM LTTE _ Project: DURHAM Wl,lTP PLANT PHASE TIB Address: DURHAM OR _ Contractor: WILDISH CONc-TRUCTION —Sub Contractor: Concrete Supplier: ROSS ISLAND -',AND & GRAVEL. Truck No. 20`; Ticket No. T-442363 Cast By: J . BRYANT Cu.Yds.__- 28 _- Load No. —_ Weather _ SUNNY _ p ?`r p 46 _ Tem High: �_Tim Lnw: Location of Placement: AERIATION BASIN A2 TIE BACKS Test Time 1 0 Concrete Temp:_ Strength Requiiement: 4000 PSI @ ?R days Slump 4 1/2' Cement Type 441085 .2. i/4 Mix No./No Sacks__- Air Content _ Max.Aggregate- - -- _ -- Admix.Amount: Vk_Brand _ __--._Admix.Amount: -__ _ .__Brand: —_— Set Test Ca Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 9628 05/14 05/20 56,635 27 3060 43F 14 2S 05/14 05/27 8 .27 28 9628 05/14 06/1 =8 .27 a 28 8628 05/14 06/10. R • 27 M f— N - �,_---- -- J — - Fiomarks. cc:HDP FNGINFERING UNIFTED SrlJFRAGE AGEiJCY CITY' OF TIGAr�D information contained herein is not to be reproduced,except in full,without prior authorization from this office. RECEIVED Construction Inspection&Related Tests Carlson Testing, Inc. MAY 1, iy�� REPORT OF 6 X 12 CONCRETE TES"i SPECIMENS t%OMMU^Iliy OEVELOPMEN' P.O. Box � Tigard,Oregoonn 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 _ Method of Tosting: ASTM C39 FAX N 684-0954 Date Molded: _ 04/23 19 93 Job No. CP-6681 Permit No: Client WILDISH BUILDING CO - DURHAM SITE Project: DURHAM WWTP PLANT PHASE IIB Address: DURHAM OR Contractor: WILDISH CONSTRUCTION Sub Contractor: Concrete Supplier: ROSS ISLAND SAND R GRAVEL_ -rrucklkV 210 Ticket No. 1 -4412(,(, Cast By: M . LARSON Cu.Yds. 1 1 Load No. Weather: RAIN Temp.High: 62 Temp.Low:_4 E Location of Placement: STAIRS , EQUIPMENT PADS AND TOPPING SLAB SLUDGE STORAGE BLDG . —_ LIMES SLAKER BJILDING TestTime 10:40 _Concrete Tem 6 Temp:_ Strength Requirement: _ 4000 PSI @ 28 —.days Slump 3 112" Cement Type I__ 4410B ` .4'= 4/4 , Mix No./No.Sacks_—_.______._ Air Content _Max.Aggregate Admix.Amount: Breed'VR Admix.Amount:----Brand:—---- Set — Brand: ------Set Test @ Register Date Date I Unit Total I Area Unit Report No. Days Number Rec'd Test Wt. Load PSI No. 7 9363 04/26 04/3C 110,840 28 .27 3920 432 28 9363 04/26 05/21 146,5`_0 28 .27 5180 439 -- - 28 9363 04/26 05/2 - 147,640 8 .27 5220\ 439 HOLD 28 9363 04/26 05/21 147,370 28 .27 5210 439 rx: t-- V1 H- J r- m J Remarks: cc HDR ENGINEERING SEWERAGE AGENCY CITY OF TIGARD 53UPERPLASTICIZER WAS ADDED AFTER TEST Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Vesting, Inc. P.O.Box 23814 R__EP_O_RT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 — Method of Testing: _ ASTM C39 FAX#684-0954 Date Molded: 05/06 _, 19 93 Job No. CP-6681 Permit No: Client WILDISH BUILDING CO -- DURHAM SITE — Project: DURHAM WWTP PLANT PHASE IIB Address: DURHAM OR Contractor. WILDISH CONSTRUCTION Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL-- Truck No. 209 Ticket No. A-1,33087 cast By: M _ LAR50N _—. _Cu.Yds 11 —Load No.3__ Weather: OVERCAST - Temp.High: 69 Temp.Low: 45 Location of Placement: AEREAT ION BASINS AND LIME SLURRY TRENCH Test Time 10:25 Concrete Temp:_ 66_ Strength Requirement: 4000 PSI(9=28 --days Slump 3— Cement Type I Mix No./No.Sacks— 44108 __Air Content..— 5_0% __Max.Aggregate 3/4 " Admix.Amount:___ Brand VR _.Admix.Amount:_ BrandP0ZZUTEC Set Test @ Register I Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 9529 05/07 0.5/13 104,310 28 .27 3690 436 28 9529 05/07 06/03 1.49,440 28 .27 5290 442 28 9529 05/07 0 6/02 155,176 28 .27 5490 442 HOLD 28 9529 05/07 06/03 153,640 28 .27 5430 442 (2 F-- F- H LLl + J Remarks: —ccHpR ENGINEEF.ING - — --- _-- UNIFIED SEWERAGL AGENCY �_— CITY OF ------ Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson 'Testing, Inc. P.O.Box 23814 REPORTOF 6 X 12 CONCRETF TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ Lnic,TM (" 1 7? Method of Testing: _ A;TM (-39 FAX#684-0954 Date Molded: OS/27 '19 1) Job No._ 1-F-' Permit No: --- -- Client: I.JILDISH 81-11 nTNG CO - F)tIRHAM S1 TE Project. . DIIRHAM IIIITP Pj ANT PH4SE ITU -- Address. _ F)I IRHAM UP Contractor: -- 1.111@;I.S H COISTRi irT I4JhI _Sub Contractor: Concrete Supplier. R('jS; TSI ANF) C,AND R C;RAVFI Truck No. "'nrs Ticket No. T--i14 "1Ft111 Cast By: nKIF: - Cu.Yds._ c t. Load No. Weather: RAIN Temp.High: Temp.Low:— 4 _— Location of Placement t4 T R T AT T ON RA5 T N 1, 1 K1, — i, : ,gin ?st Test Time—_ Concrete Temp:— — Strength Requirement: 4000 — PSI Cu) _ .days Slump Cement Type 441OR4.9% Mix No./No.Sacks-_ Air Content _�. --Max.Aggregate Admix.Amount: Id/A[ Fl--Bran Admix.Amount._—.-- --Brand:--� Set Test @ Register Date Date I Unit Total Area Unit Report No. Days Number Rec'd Test Wt. Load _ PSI_ No!__ 9844 05/28 06/0' 119,730 �� . -7 4240 443 >a 9844 05/28 06/22 'P . 2;1 28 9844 05/28 06/:I 28 .27 HOLE) 9844 05/28 28 . 27 ft N — N — J ca r Ill J Remarks: :c =HDD, FN1;INEER ING, _. UN IF I Fn "�EIJFRArF AGENCY CITY OL. TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection& Related Tests Carlson Testing, Inc. 14 REPORT OF A. - R TEST SPECIMENS P.O. Box on 97 X_i�rpp�.Q� Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: — 2— Method of Testing: ASTM_ 17139 FAX#684-0954 Date Molded: 03%2? , 19— 3 Job No. Permit No: Client. — i iri nTcu B ITI nTNG G0 _ nl IP 14 --- Project: --DWfHA144 14W-T of ,^-NT Address: —_L1JF's.kl4M nR - Contractor: _--WILDISH CONSTRUCTION Sub Contractor: ^ Concrete Supplier: ROSS ISLAND SAND & GRAVEL-- Truck No. 211 Ticket No. T--439929 Cast By: M LARSON Cu.Yds.-- 1 11 Load No.4 Weatner: _ __ RA I N Temp.High: 58 _Temp.Low:— 43 Location of Placenment: EL.EVATED SLAB SLUDGE _THICKENING AREA _ Test Time_8' 05 _Concrete Temp: hl Strength Requirement: _ � __days Slump Cement Type 4000 - PSI cap__fir_{ 3 1/2 ' Mix NO./NO.Sarks.— 44108 _AirContent x' .0% -__ Max.Aggregate 3/4 ' Admix.Amount:_— Brend V R ---Admix.Amount:_. __ Brand: - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. I 7 8898 03/23 03/29 107,530 8 27 3800 415 28 8898 03/23 04/10 8 .27 28 8898 03/23 04/19 28 .27 HOLD 4 8898 03/23 03/26 83,175 8 27 2940 415 R' H C� (-D LL: l J Remarks: -_— UNIFIED SEWERAGE AGENCY —-- -CLY OF T I G AR D - — ----- -- ---- -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box Tigard,Oregonon 97 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: _ ASTM C39 FAX#684-0954 Date Molded: —_ 03/22 _, 19'43- Job No. CP-6681 Permit No: Client: _ WILDISH BUILDING CO -- DURHAM SITE Project: DURHAM WWTP I'I_AI'll I 'IfiaSF IIB Address: DURHAM OR WILDISH Contractor. Sub Contractor:.. -- Concrete Supplier: ROSS ISLAND SAND & GRAVEL _ Truck No. 210 Ticket No, T-439932 Cast By. M . L ARSON _ _ _ Cu.Yds. 11 __—Load No.7— —__ Weather: — RAIN Temp.high: 58 Temp.Low: 4 i — Location of Placement: ELEVATED SLAB SLUDGE THICKENING AREA _ Test Time 920 —Concrete Temp. 60 — Strength Requirement: 4000 PSI @_2v days Slump 3 1/4 " Cement Type ;1/4 „ MixNo./No Sacks Air__Air Content— 6 .8' Max.Aggregate -- — — Admix.Amount: Brand V R Admix.Amount:___ Brand: - Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. — Load _T PSI No. II 7 8899 03/23 03/291114,450 28 27 4050 416 28 8899 03/23 04/19 28 .27 28 8899 03/23 04/19 28 .27 HOLD 989- 03/23 8 .27 cn _ Ll G� �1 J Remarks: cc :HDR ENGINEERING UNIFIED SEWERAGE AGENCY CITY OF TIGARD y _ Information contained herein is not to be reproduced,except In full,without prior authorizatiun from this office. Construction Inspection& Related Tests Carlson Vesting, Inc. P.O.Box 23814 REPORTOF 6 X-12 CONC.RE.IE`— TEST SPECIM[-:NS Tigard,Oregon 97281 Phone(503)6A4-3460 Method of Sampling: A TM r.1 72 — Method of"I asting: ASIM 1-39 FAX ft 684-0954 Date Molded: _ 0-i??—. 19 !;13 Job No. C-1, Permit No: Client: __._�:T' n,-�scr; of 11- DING GOAr�+��—c.�TZ_?E � --- — ---- Project: 1P — — --- Address: ____DLLQ OR ----- Contractor: Sub Contractor: Concrete Supplies CC�AND a, VEI Truck No, Ticket No.— 4_2-GL9aE- Cast By: _ �¢ Cu.Yds. Load No.rQ _ Weather: RAIN_— -- Temp.High:5t3 -- Temp.Low: Location of Placement: ELEVATOR SLAB 'I I', (11_ FEED BUILDING _ _,- Test Time 10' 55 ---Concrete Temp:__ h0 Strength Requirement: 4000 PSI @_28__days Slump 3 1/4 " Cement Type I Mix No./No.Sacks _- 44 1 Oft Ah,Content 6 .0% Max.Aggregate—`�/4 __ Admix Amount,_____—_ _--Brand•VR Admix.Amount: — __._—Brand: Set Test n Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. III 7 8916 03/24 0312C, 112,770, 28 .27 3990 4.17 28 16 03/24 04/1 , 28 .27 28 8916 0312.4 04/1 28 .27 1101.1? 8916 03/24 28 .27 Remarks: cc :HDR ENGINEERING UNIFIED SEWERAGE AGENCY CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. CP-6681A P.O. Box 23814 JOB NO. Tigard,Oregon 97281 c ne(503)684-3460 RFPPR"T OF IN-PLACE SOIL DENSITY TESTS lar 29 , 1 FAX#684-0954 UNIFIED SEWERAGE A E CY Client __DURf'�- AGIT��I�ASEI IB - Y __—_-----.- --- -- -- Project DURHAM OR ------- - - -- ------ --- Soil Description _ BROWN SANDY SILT 118 .3 13 .3 PASHTO T-180 Max. Dry Density _ lbs./cu.ft. Optimum Moisture �— _— �l'o Method of Test -- __ Serial# 20998 NUC 3440 DATE OF TEST ELEV. LIFT M STUFIELD IN-PEtIASC DENSITY % TEST N0, TEST L O C A T I O N FT. N0. % WET DRY COMPACTION TESTS TAKrN--0�4CK=r_RA=r4L__US HT THE 30" RECIRCULATING LINE , TRENCH - TESTS, _— — — -- 03-26 1 @ 24 ( DEGREE ) BEND 0 ' 3 11 .9 128 .1 11-- 96 .8 03-26 2 15 ' WEST OF 24 ( DEGREE ) BEND 0 ' 3 13 .6 134 .3 118 .2 99 .9 03-26 3 26 ' WEST OF 24 ( DEGREE ) BEND 0 ' 3 r13 .S 133 .0 117 . 1 99_0 03-26 4 38 ' WEST OF 24 ( DEGREE ) BEND _ -3 ' 1 128 .8 112 .4 95 .0 03-26 5 38 ' WEST OF 24 ( DEGREE ) BENC' -2 ' 2 130 .2 116 .5 98 .5 03-�_6 6 45 ' WEST OF 24 ( DEGREE ) BEND -3 .5 ' 1 12 .1 132 .9 118 .6 100 .0 ---- --fir [ AKEN OUISIDE IRENCH AREA , UL — -- 03-29 1 CURB @ THE 30" LINE , PLANTER AREA -4 ' 1 20 .6 126 .0 104 .5 88 .3 Remarks: cc� CITY OF TIGARD — ---- - —_ - — HDR ENGINEERING --W N G e 0 DURHAM 91 --- - -- 95% COMPACTION IS REQUIF:ED ON TESTS TAKEN ON 3-26-93 . 85% COMPACTION IS REQUIRED IN PLANTER AREA Tested by —L__VANbU_ MBH-- — — CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. Construction Inspection& Related Tests Carlson Testing, Inc. cls r;r.0 A P.O.Box 23814 JOB NO. _ Tigard,Oregon 97231 Fhone(503)684•.460 REPORT OF IM-PLACE SOIL DENSITY TESTCra r 26 , 1")9#AX#684-0954 UNIFIED SEWEPAGE Client — --- --- ---- — ^� --- DURHAM WWTP PHASE IIB Project DURHAM 0B --_— --._-- -- -- ---- Soil Description — BROWN SANDY SILT Max. Dry Density. 1 1 '; •3 lbs./cu. ft. Optimum Moisture _ j % Method of Test AASHTO T-180 _ Serial# — 002 NUC 3411B DATE OF TEST ELEV. LIFT MOISTURE DRE IN(LEIS/CU DENSITY TEST LOCATION FT. NO. % COMPACTION TEST N0. wst DAY I r,., f5 WERE TAKEN AT THE RECIRCULATING •LINE 0'3-25 1 @ 24 DEGREE BEND _ _1_F, ' 17 .9 12.9 .9 110 .2 93_1 1A RETEST OF TEST #t AI /I: -1 .�, ' 114 .1 13� .'a I 1 �, .5 9 03-25 2 10 ' WEST OF 24 ( DEGREE ) REND -1 .6 ' 19 . 130 . 11 108 .5 91 .7 03-25 -2A RETEST OF TE-*..*Sr #7 -- -1 .6 ' 15A 13�P .0 1 1 03-25 3 15 ' WEST OF 24 ( DEGREE ) BEND -4 ' 1.8 .8 129 .0 108 .6 91 .8 — 3A �3 25 RETEST 01= 1[:'3 T #3 -41 1 .6 1.26 .5 109 .4 92 .4 r� TTY 01= T IGARD Remarks: _ �_�_ :_ C HDR ENGINEERING J -- COMPACTION . TESTS FAILED , RETFST ARE NEFDFD ( 3A ) Tested by rI -- CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without prior authorization frv:n this office. Construction Inspection& Related Tests Carlson Testing, Inc. CP-6681A P.O.Box 23814 JOB NO. — _ Tigard,Oregon 972R1 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTSMar 29 , 1991AX#684-0954 UNIFIED SEWERAGE AGENCY Client �—------ ---- ---------- --- -- -- - — ------- - DURHAM WWTP PHASE IIB Project __[)L1Etk A.M OR -- Soil Description .-__'!d"-�L R�CI�. 2p1`�_.MQRS - RST— --- - -— Max. Dry Density __h3z_�t__ tbs./cu.ft. Optimum Moistureg 3-- % Method of TestJ_TC) T--�un Serial # DATE OF TEST -- ---A — ELEV. LIFT FIELD MOISTURE IN-PLACEOS//CU,FT.) - TEST LOCATION 1I___ TEST N0. FT. N0. +e WET DAY COMPACTIOW TRENCH , 0 Z. 1 @ 24 ( DEGREE_)__6f_ND., TOP 2. 142 .3 134 .4 97 .5 TRENCH , _LQL_J=29 _DELREE_)_W E,5 T O F 2 4 ( D E GREE-L_BE -0' 13 127_.1 TRENCH , _D3-21 2 fa 20 DEGREED WEST Q.E_24__CDF-GREE ) .B n — - v; J CD ll,�r arks: -Cc LIT-Y-OF -TTG 4RL) --- - HDR ENGINEERING WILDISH BUIL15ING CO DURHAM SITE RETESTS ARE NEEDED ON SURFACE FOR BASE AGGREGATE , TOR' OF TRENCH -SSV-CZFlPA_CTI3TJ IS REQUIREIT. - Tested by t VANN/MRH — -- CARLSON TESTING INC. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. REPORT OF 6 IX CONCRETE P.O.Box 23814 1 _ TEST SPECIMENS Tigard,Oregon 97281 ASTM C172ASTM C39 Phone(503)684-3460 Method of Sampling: Method of Testing: - _ FAX#684-0954 02/2693 ('r'-E,r_,8] Date Molded: ,19 Job No. _ - Permit No: - — -- Client: WILDTSH BUILDING CO - DURHAM SITE DURHAM WWTP PLANT PHASE IIF Project: - - DURHAM OR Address: -- WILDISH CONSTRUCTION Contractor: __ Sub Contractor: — —_ — ROSS ISLAND SAND & GRAVEL Ci8 T-438585 Concrete Supplier. Truck No. _-Ticket No.— C. . I;ASTEL 1 ] Cast By: Cu.Yds. Load No. - SUNNY qct 37 Weather: - Temp.High:_- Temp.Low: CHEMICAL FEED BUILDING WAILS Location of Placement: 10: 50 7�> Test Time Concrete Temp: - -- ��,OC� ._,y{ 2 1 /q " 1 Strength Requirement: - PSI @_ -_daya Slump _Cement Type Mix No./No.Sacks__ ____ Air Content--__.- -- Max.Aggregate N� VR H(_) r WATEf� Admix.Amount:_ Brand' —_. —Admix.Amount:— Brand:—_. Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. -1 7 8617 03/01 03/05 106,050 28 .27 3750 407 28 8617 03/01 0'3/2 1.43,600 28 .27 5080 414 29 9617 03/01 03/26 143,520 28 .27 5080 414 HOI..D 28 8617 03/01 03/26 144,100 28 .27 5100 414 f.Y H un -- -- f— N Ilrmarks cC:HDR ENGINEERING UNIFIED SEWERAGE AGENCY CITY OF TIGARD Information contained herein Is not to be reproduced,except in full,without prior authorization from this office. \I Construction Inspection & Related Tests Carlson Testing, Inc. P.O. aox 23814 Tigard,Oregon 97281 Phone(503)6C4-3460 July 8, 1993 FAX#684-0954 #CP-6681 FIELD INSPECTION REPORT DATES COVERED: June 30, 1993 PROJECT: Durham Treatment Plant Phase IIB ADDRESS: Durham, OR INSPECTOR: S. Stoner 06-30-93: CTI representative performed Adhesion Bond Tests to Master Builders Adursion Emaco 588-CA Spray-on Mortar applied to the airasion basin walls . Test locations were prepared by core drilling the motor surfacing through to the concrete below. A 1 11/16" steel dish: was then epoxied to the mortar surfacing to act as a pull-point. Preparation work was done by others. A calibrated hydraulic rain was used to apply and measure the load. Following are the results: LOCATION MAX LOAD LBS MAX LOAD PSI 1 Bond failed under ---- weight of test equipment. 2 341 152 3 279 125 4 341 152 2B1 131.0 138 2B2 341 152 CC21 357 159 Chlorine contact 5 Bond failed under ---- weight of test equipment. 11' Chlorine contact 6 155 69 J (overhead test) * PSI was computed by dividing maximum load lbs. by disk contact area in square inches . 2 Area = 3 . 14 x . 843752 = ? 24 in. SCP-6681 July 8, 1993 Page 2 of 2 Our reports pertain to the material tested/inspected only. Information contained herein is not to be reproduced, encept in full, without prior authorization from this office. If there are any further questions regarding this matter , please do not hesitate to contact this office. Respectfully submitted, CARLSON TESTING, 1W. I / / Douglas W. Leach President SS:mbh cc: City of Tiqard HDR Engineering Unified Sewerage Agency q r M- J C7 111 .J Construction Inspection&Related Tests Carlson Testing, Inc. CP-hr,>t1 A P.O.Box 23814 JOB NO. Tigard,Oregon 97281 Phcne(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 1INTFTFD c�EWEPAGE A(;rNCY Client — -- — ---------- --- --- DURHAM I.,IIJTP PHASE TTR Project _-pA_lRHAp4—>?p ----- Soil Description _q�ri�I.InI rI AyF!v �. NcW ` �LTr'7q'!Tf 4 P,Mf'l {" -- Max. Dry Density lbs./cu.ft. Optimum Moisture fir_ _ % Method of Test AA17JITO T-1 RO _._. Serial# 1�?4 DATE OF TEST ELEV. LIFT FIELD IN-PLACE DENSITY % TEST N0. TEST LOCATION FT. N0, Mol%uaE WEIL8S./CU.fT.D" C3MPACTION SF 07--OR E_ECTR TC VAULT PACKF TI.I 4 1 ,1 .?. 104 . F^ Ln � W Hemarks. ,_ r T Tv nF I T -,Rn I" HOP FNGINEPPING WILL11"FiR Full 17IN113 ('11 - -- Tested by _1L I,IH T T F/MRH __ _ CARLSON TESTING INC. Information contained herein is not to he reproduced, except in full, without pi for authorization from this 3ffice. Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 R_E_PO_RT OF + u 1 _' CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: _ASTM C1 7 Method of Testing: f r1 r FAX 9 684-0954 Date Molded: 1-1/()? , 19—2-2- Job No. r i-�--r,r ,_s 1 Permit No: Client: WITl- WING rn -- ()I IPIinM IJ 1 F Project: ftl IRHAM IAILITP PI ANT PHA,�,F T TIR Address: DURHAM QR — Contractor: hI T L D T I;H r 0 N S T Rt I r T T(1N Sub Contractor: —_-- —_ Concrete Supplier: R05S T SI...AND '.AND & �F 1lFt , Truck No. 7" _ Ticket No.___Li-1 '3404 Cast By: — -7 RRYANT Cu.Yds. !` Load No.1 weather. SUNNI' 1 emp.High:_ "'` _Temp.Low: 41 Location of Placement EFf=I I-IL-ENT CHnNf<IEI_ F0QTTNG , SOUTH , Test Time 'i '�' —Concrete Tem V2` Strength Requirement: 4 000 PSI Cn?. ' __days Slump_r I / `.Cement Type' MxNo./No.Sacks 4410f? Air ContentMax.Agaregate_ Admix.Amount:___ Brand'1,1F? Admix.Amount: Brand: Set Test @ Reglster Date Date Unit Total Area Unit R©port No. Days Number Rec'd Teat wt Load PSI No. 9807 0 /04 06/10 98,263 '� .?� 3480 445 14 ae407 Oh/04 OF,/1 7 120,620 '7 4270 447 .)A 9407 0x,/04 07/01 124,880 >� ,7 4420 449 28 :;qn7 06104 07/01 12C,830 4560 449 J CA J Remarks: c_c •►anG ENr I N c t:t Nr. IINTPIFI7 �;FI.►j`Rr_;rr �ar;Pf\tr�v Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. CP-6681A P.O.Box 23814 JOB NO. ,Ill 1 01 , 1 q4-4 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SF61FRAGE AGFNrY Client — DURHAM 14WTP PHASE T TR Project DURHAM OR Soil Description _ BUf]is1N CA L_AYFY SANDY 411 T 4nI ITH SAmp-1 F � ---- -- Max. Dry Density i i 1 . lbs./cu.ft. Optimum Moisture_I- -S n % Method of Test AASHTn T-180 Serial DATE OFST ELEV. LIFT FIELD IN-PLACE DENSITY TEST17NO, TEST LOCATION F•i. NO. MOISTURE WETLEtS./CU FT.) COMPACTION �.T aTN NnPTH FNn SANTTARY -1 ' "d 1 107 A 4F, �T 7- _ > 42 FORE FMATN HQRTH FND cANTTARY -14 7 IZ. n 4F, I a F- � I Remarks: Imo, HDR ENGINEERING _ IJTI DISH BIIT(..DTNG rn - DURHAM STTE Tested by I CARLSON TESTING ..JG. Information contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlsin Testing, Inc. CP-6681A J013 NO. .� �__ 7i,n 30 1 qP P.O. Box 23814 Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX#684-0954 UNIFIED SEWERAGE AGENCY Client - DURHAM WWTP PLANT PHASc ITR Project -t.1I QW4M OR _ _-_-____-- — -- --- -- -- Soil Description NAXIUF snAln _—. ---. .---- -- - -.. - Max Dry Density 1 1 1 q--_lbs./cu.it. Optimum Moisture_117/ 0 % Methou of-lest Serial# __1001 ') 111C. 1,41 1 R pA T E OF TEST ELEV. LIFT MOFIELD ISTURE IN-PUCE DENSITY % TEST NO TEST LOCATION FT. NO. % W�LBS,/CU.FT.DRY ,,/1MpACTION LIT WATFR I_ TNF TRFNCH , 06-29 5 FQRf,E MAIN . NORTH END I` 79illF, 100 IAIT MATER LTNE TRENCH , 06-29 6 F-ORCE Mo ZjN . 15 ' OUTH OF 02 .14 F, 'L7 9 wr 0(-,-29 h F TF-,T #A ARnVF 17R R 1 9 r, 10J .5 Id WATER I INF TRENCH , 06-29Z FnRC MA_I-b.. SOUTH END ___21 9 .0 JJP 6 99 6Rc1 hI T 06-297A. OL TEST #7 ARCIVF _ � �, n_1 i >< R 103 9 I4T I,IATER I_INF TRENCH , 06-2q R Fn CE MAIN. 42" DIF MOL ITTnN 14 - + 1 .� > 7 106 .9 9A _-- 14T WATER L_TNF TRFNCI-I , 06-29 9 " FORCE_ MATN I1rM0 T O Fr-s 1 �, � �- » C 1 07 o 96 J GJ Remarks: NOR ENGTNIZERING I" WILDISH BUILDING CO. - DURHAM SITE -_ Tested by R I FA(--H/MRH - __ CARLSOIJ TESTING INC. Information contained herein is not to he reproduced, except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. 6 X 12 CONCRETE P.O. Box 23814 REPORT OF _TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM C'172 Method of Testing: ASTM C;39 FAX#684-0954 05/13 a i G R1 Date Molded: '19 Job No. Permit No: Client: WTLDISH BUILD: NG CO - DURHAM �,ITE_ Project: DURHAM WWTP PLANT PHASE T113 Address:. DURHAM OR --- Contractor _Contractor. WILDTSH CONSTRUCTION _ SubContractor:- Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 203 Ticket No. T-442363 Cast By: J . BRYANT' Cu.Yds. 28 Load No. SUNNY �v 46 Weather: Temp.High: —Temp.Low:— _ Location of Placement: AERIAT"'N BASIN A2 TIE BACKS _ Tes'Time j0 _—_Concrete Temp: f 1 4000 +t 4 112" T Strength Requirement: — PSI(6) days Slump Cement Type 44108 3/4" Mir.No./No.Sacks Air Content Max.Aggr9gate VR Admix.Amount:.-- _ —Bram Admix.Amount: _ Brand: __ — Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 9628 05/14 05/20 86,635 28 .27 3060 438 14 8628- 05/14 05/?7 95,436 B ?7 3380 440 2f3 9628 05/14 06/10 111,330 -8 .27 3940 444 56 9628 05/14 07/08 118,830 28 .27 4210 450 rn Remarks: —c C:HDR ENG114EERING _ UNIFIED SEWERAGE AGENCY C:I T Y OF T I GARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection E3 Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS P.O. Box Tigard,Oregonon 97 97281 ASTM 0172 ASTM C39 Phone(503;684-3460 Method of Sampling: Method of Testing: _^ FAX#684-0954 Date Molded: 05/13 19 9`' Job No._CP-6681 Permit Na —____—__ Client: IJILDISH BUILDING CO - DURHAM SITE — Project: DURHAM WWTP PLANT PHASE II8 Address: DURHAM OR _ Contractor: ___ WILDISH CONSTRUCTION Sub Contractor: -- - - Concrete Supplier: _ ROSS ISLAND SAND & GRAVEL-- Truck No. 203 Ticket No. r-442363 Cay By. __ J . BRYANT Cu.Yds. 28 — Load No.1 Weather _ SUNNY Temp.High:.-79 Temp.Low: 46 Loc itionofPlacement AERIATION BASIN A2 TIE BACKS F, Test Time 1—jO ___Concrete Temp: Strength Reauireme ts_� 4000 ?}� y p �'' Type I PSI @—�—days Slum �_Cement T e—_ 4410B ` o i14 Mix No./No.Sacks Air Content Max.Aggr3gate VR Admix.Amount _ -Brand _Admix.Ami unt Brand: Set Test no Register Date Dafe' Unit Total Area Unit Report No. Days Number Recd Test Wt. Load PSI_ No. _W. 7 9628 05/14 01,/20 86,635 8 ,27 3060 438 ]4 9628 05/14 05/27 95,436 8 3380 440 9628 05/14 06/1c 111,330 R 7 3940 444 56 9628 05/14 07/08 8 . 1)7 a cn --- GO r, Remarks: cc:HDR ENGINEERING UNIFIED SEWERAGE AGENCY CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF 6 x 12 ('nNC(::FTE TEST SPECIMENS Tigard,Oregon 97281 -- Phone(503)684-3460 Method of Sampling: _ ASTM C 1 72 _ Method of Testing: ASTM C i9 FAX q 684-0954 Date Molded: 0(-"/0'3 3 --,19 " { Job No. C n-A6,531 Permit No: - - - Client: WIl, r)TSH RI)TI DING ( n OI) t-JnM �,TTf Project: r11lRHAM 111,11'P PI ANT FSI-IA Sr T 113 Address: DUPHAM nF' Contractor: 14 T I r)TSH C CINSTRI IC'T T ON Sub Contractor: — Concrete Supplier. T$I_ANC) `,ANC) R G,RYM./f-I Truck No. ?nR --Ticket No, A-1 t/afl4 Cast By: —. T RRYANT Cu.Yds. Load No.1 Weather: —_ `d INNY Temp.High: "' --Temp.Low: a 1 - Location of Placement: EFFI._I,II_F NT CHANNEL F01f_)1 T Nr =,t i I 1 I-1 . Test Time 1 " Concrete Temp: Strength Requirement: _ 4000 PSI @ ---days Slump 4 1 /.. Cement Type Mix No./No.Sack, 4410B Air Content 4 •R% —__- _Max.Aggregate—114 -- Admix Amount._ 9rand\�f Admix.Amount: --Brand: - Set •:st @ Register Date Date Unit Total Area Unit Report Nr. Days Number Recd Test Wt. _Load PSI No. 11907 nr, /n,l 06/101 98,263 to .27 3480 445_ 14 -)907 06/04 06/17 x . 27 �— -- ?R 9907 06/04 07/ 1 — ?6 .27 -- a 29 1?907 n!•/04 07/01 _ 8 .27 J M F- N 7. f�env rks ---c.r1-41112--1 ISIG I WEE L2 I NG 1. LLl ._J (F I F �.F'dEpG�r;C ITX Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT_ OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 ASTM 0172 ASTM C3u Phone(503)684-3460 Method of Sampling: _ Method of Testing: — FAX#684-0954 Date Molded: _ OS/13 19 93 Job No._ CP-6681 Permit No: Client: WIl_DISH BUILDING CO — DURHAM SITE Proiect DURHAM WWTP PLANT PHASE II13 _. Address: - DURHAM OR _�.. Contractor: WILDISH CONSTRUCTION Sub Contractor:_ Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No.__ 203 — _Ticket No. T-442363 Cast By J . BRYAN T Cu.Yds.. 28 Load No.1 wn ,i , Sl 1NNY Temp.High: 79 Temp.Low: 46 tn,.,ruonofPlacement: AFRIATION BASIN A2 TIE BACKS Test Time _1_A0 Concrete Temp: 6 Strength Requirement: 4000 PSI @ 2n days Slump 4 112" Cement Type T " Mix No./No,Sacks._ 441 0f3 5 .2 i/4 Air Content _— —_Max.Aggregate._ VR Admix.Amount_____-Brand: _Admix.Amount —_— Brand: SetArea Test @ Register Date Date Unit Total Unit Report No. Days Number Recd Test Wt. Load PSI No. 7 9628 05/14 05120 86,635 28 .27 3060 438 14 '4628 05/14 05/27 95,436 -28 .27 3380 440 ,?R 9628 05/14 06/10 8 .27 >si 9628 05/14 06/10 _8 .2'7 Remarks: r'c:HDR ENGINEERING UNIFTED SEWERAGE Al NCY CITY OF TIGARD Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Constmaion Inspection&Related Tests Carlson Testing, Inc. REPORTOF (, v l t QNCRE T E TEST SPECIMENS P.O. Box 23814 Tigard, Oregon 97281 Phone(503)684-3460 Method of Sampling: — 6STM Cl 72 Method of Testing: Ac.]-M r 2ti FAX#684-0954 Date Molded: or-420L__ , 19 3 4 Job No. f-P Cz£i Permit No: Client: - LITI IlT`�W IRI►TI DIN(;C- l _ I;)! itn�Tsz�1TF. Project:._ j. ) As F- Address: ----4'11 1WHAIM-C1W — -- Contractor: lotl s; r ppls:TRi-IE'T T nM ---Sub Contractor: Concrete Supplier: RUQ ISI—At.—Jr) CANr, gTruck No. �C1f3,C1a _Ticket No. 3:�14-4.a A-111164 3 Cast By: Cu.Yds. Load No..'-,/S __ OVERCAST/NINNY 7'"l 44 Weather: _ Temp.High: Temp.Low: _ Location of Placement: CHEMICAL FEED 8UTI..DING ROOF — 6: 10/7 . Test Time Concrete Temp: gC)ll(1 28 4 1 i-," i Sto ength Requirement: _ _ PSI @ _days Slump___ Cement Type 361OF_ 1 /2" I TrHT Of;I Mix No./No.Sacks Air Content. Max.Aggregate l!R Admix.Amount: Brand .—Admix.Amount: Brand: Set Test @ Register Date Date Unit Total At ea Unit Report No. Days Number Recd Test Wt. Load PSI No. T 7 9732 05/21 05127 81,870 2900 441 2H 9732 05/21 06/1.7 2R 4732 05/71 06/11 )R 27 I-Ifll n 9737 05/21 9 . 27 v I T 7 9733 05/21. 05!27 78,409 R ''7 2770 441 2Et y733 05/21 06/17 g 27 2R 4733 05/21 OF/1 7 ,R , 27 Hnl_ n 4733 05/21 Remarks: cr"HftR FNGTNEFRTNG 1. NTFIED — ] AGENCY ( ITY nF TIGARD Information contained herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. 14 REPORT OF 6 X 1 2 CONCRETE TEST SPECIMENS P.O. Box on 97 _ _ Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM (717? Method of Testing: _ r'I M C 39 FAX#684-0954 Date Molded: 0";/27 ' 19 Job No. i r' ,=.si 1 Permit No: Client: _-- MITI 1)1"H BI-1 T L[)TNG Q — FIDE=1-t(,�M `:�TTF Project: L)lIRHAM I.II.ITG P ANT P}_{A`=E TT! — Address. F)HRHAM CIR — Contractor: --__1,L}I h T yl! ( f')4Ic.T RI If T T QW ---Sub Contractor — Concrete Supplier. AND (;RAVFI Truck No. Ticket No.— T-4 A R d _ Cast By. Cu.Yds. Load No. Weather: RA f N _ --__ Temp.High: siC) --Temp.Low: 4 Location of Placement: ATRIA i 1`0N RAS,T N IAIAI Kc, --- Test Time Concrete Temp: Strength Requirement: 4000PSI @—_}j_days Slump —.—_Cement Type Mix Nn./No.Sacks 44108 —�Air Content__4'9 --_ —_—Max.Aggregate Admix,Amount:-- Brand W/AFA _ Admix.Amount:_ _Brand:___ Set Test(a Register Date — Date Unit Total Area Unit Report No. Days Number Recd Test Wt. _- Load PSI No. 9134Q 05/28 06!0" 11.9,730 29 ,;17 4240 443 28 9844 05/28 06/2 147,280 29 . > ' 5210 448 2.8 8844 05/28 06/2 146,270 28 .27 5170 448 HOLD 28 9844 05/28 06/24 150,430 28 .2.7 5320 448 1 C J Remarla: c:r- :Hr)R ENGINEERING I_INTFTFD SEWEROGE AGENCY CITY OF TIGARC.) Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. TEST SPECIMENS P.O.Box 23814 REPORT OF (, X 12 r rnN--�TF Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: nc�TM r 1 Method of Testing: ._— 4C Tm Cqg FAX#684-0954 Date Molded: 051''() '19 g3 Job No. 1-i-, -F,r,F 1 Permit No: — ClientI.I T I fl T SEI 131 I?t dT�r�_j� _ nr rpunnn Project: _ 1-)1 1p 1Am--1,�T+"1—W—AWT PHAC PT mpF� Address: —_fli��4N rI} -- - Contractor: },dll f1 FsJ-I SubContractor: — Concrete Supplier: I Q1 Aplin cnnrn 4 r_anv.IZI Truck No. T ___Ticket No. _ 4-3:3Q&40_ A-1`13643 Cast By: R A' aA M0R Cu.Yds. —,�.Ti 1 Load No.:,,i OVERCAST/SUNNY Weather: .._— Temp.High:—�� _Temp.Low:— CHEMICAL. FEED RUTLDING r-tnnF' Location of Placement: -- --- — — Test Time Concrete Temp: —_ 4000 2.8 n 1i I Strength Requirement: _ PSI @ _days Slump _w.__Cement Type 3610E 1 /2" t_TGHT I.JGT Mix Nn./No.Sacks_ __ Air Content _—Max.Aggregate__.— _ VF Admix Amount: __Brand _--__ _-Admix.Am unt:__ _ —Brand: Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. _Load_ _ PSI No. T 7 9732 05/21 05/27 81,870 r' l'' 2900 441 ;?R 9732 05/21. 06/17 107,710 ;>8 .2-7 3810 446 28 9732 05/21 06/17 108,010 "8 .27 3820 446 HOI h 56 9732 05121 07/15 8 . 27 1 I 7 9733 05/21 05/27 78,409 ?P .27 2770 44.1 -:'A 9733 05/21 06/17109,270 .27 109,270 3870 446 28 9733 05/21 06/1. 7 8 .27 109,290 3870 446 HOLD 56 '�73'� 05/?1 07/15 8 27 Remarks: rc :HrhR FNt TNFFRTNG -- _ tiF AGEN r'TTY OF TTrARrr Information contained herein is not to be reproduced,except In full,without prior authorization fronr this office. Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 REPORT OF i, X 12 C_ONC_`RFTE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 Method of Sampling: ASTM (-172 Method of Testing: P`,T t1 "' FAX#684-0954 Date Molded: . 19 9 Job No. Permit No: Client: l,l1i„I)ISH RUTI__DLNG ('0 - DURHAM c,11 E Proiect: _-F)UR iAM (441TP PI ANT f1HASf T Tit Address: f_)I1RHAM CtR Contractor: hI I h T'�W t�N�,T Rl IC 1`T ON Sub Contractor: Concrete Supplier: R01; I_�L.ANf ':=,AND X. r;RAl1F1 — Truck No. Ticket No. A-•1 '� 04_2 Cast By: RRYAN T Cu.Yds. Load No.� Weather: 61 INLAY Temp.High: "' Temp.Low: _ocationof Placement: FFFI-ULENT CHANNEI- FOOTTNG . SOUTH . Test Time '"` {/' Concrete TemP —�. ---- Strength Requirement: .1000 P8t @ -days Slump 4 1 /'� Cement Type 11 Mix No./No.Sacks 441OR Air Content 4 e" ^_ - Max.Aggregate �/A — Admix.Amount:__.__ Bran VR Admix.Amount:—__—__— Brand: Set Test(a) Register Date Date Unit Total Area Unit Repo.1 No. Days Number Recd Test wt. Load PSI No. — 7 9907 001,/04 06/11') 98,263 3480 445 14 9907 06/04 06/17 120,620 4270 447 '7R 9907 06/04 07/01 'W % M, 29 9907 06/04 07/01 r - - cccn _J r. C' J Remarks: -C•unG Et Ir T NPPRtbiG l IN T F T f-T.) I.IERAr,F ArFNCY Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Con struction Inspection &Related Tests Carlson Testing, Inc. ('P•-66RIA P.O.Box 2ob14 .JOB NO. _ _—^ -- Jun 2R ' `�� Tigard,Oregon 97281 Phone(503)684-3460 REPORT OF IN-PLACE SOIL DENSITY TESTS FAX a 684-09,54 UNIFIED SEWERAGE AGENCY Client - - -- -- — — - - ----�� __ DURHAM 1,I1+1TF' F'I ANT PFiAc.F TTR Project DURHAM OR Soil Description NATIVE _.. Max. Dry Density lbs./cu.ft. Optimum Moisture_'4 _ % Method of Test Serial tf _ 10002 NUC 3411 B DATE OF TEST ^` ELEV. LIFT FIELD IN-PCE DENSITY TEST LOCATION MOISTURE LA TEST N0. . . % WET —DAY ACTIO SF 06-28 1 SOUTHWEST CORINFIR OF BUILDING ADDITION RFSG 14 .3 112 .8 9 - .7 88 SF -3 06-28 2 PARKING LOT 5G 16 .0 117 .9 101 .7 9 rk 1 a Remarks: cc: HDR ENGINEERING -- LI WILDISH BUILDING OD - DURHAM SITE CTI REPRFSFNTATIVF PERFnRMFD THF-,E FIELD DENSITY TF-,TS ANn nRTAINFD - - -FR --- -- -- tested byT_=1F/MI0�1 _.. CARLSON TESTING INC Inform Infoation contained herein is not to be reproduced, except in full, without prior authorization from this office. Construction Inspection & Related Tests Carlson Testing, Inc. CP-6681 A P.O. Box 23814 JOB No. _ Jun 29, 1993 P.O. Oregon 97281 REPORT OF IN-PLACE SOIL DENSITY TESTS Phi-AX#68e(#68460 4--0950954 UNIFIED SEWERAGE AGENCY Client _ -- ----- — DURHAM WWTP PLHNT PHASE IIP Project - pUpHAMCop Soil Description _-_A14 Max.Dry Density--.11 1 Q lbs./cu.ft. Optimum Moisture 19 0 _ % Metnod of Test _— _ serial# _10002 NII(' -1411R DATE X TEST ELEV LIFT FT. N0. �MOISTURE DRE IN-PLACE DDENSITY `k' TEST NO TEST LOCATION WET DRY COMPACTION WT WATER LINE TRENCH , n - NORTH END OF FORCE MAIN -, h !L F nF WT WATER LINE TRENCH , FORrE MAIN D -HIND SERVICE BLDG . FG 18A v 125 . 1 08 .3 97 WT WATER LINE TRENCH , FORCE MAIN -4 ' 06-24 3 UNDER PARKING LCT 50 ' NORTH OF 01 FG 17 .2 127 .r, 108 . 1 97 WT WATER LINE IRENCH , FORCE MAIN -5 ' 06-241 4 UNDER PARKING LOT NORTH END Fr_, 15 . 125 .6 108 .8 97 2 Ln J c� Remarks: (-n : HDR ENGINEERING _ c1J WILDISH BUILDING CD. - DURHAM SITE J PROCTOR VAI_IIF. WAr- SUPPI_TED TO CTT REPRESENTATIVE PY PERSON ON JOBSITE Tested by y@ IF f Fi/MRH _ _ CARLSON TESTING INC. Inforrmtion contained herein is not to be reproduced, cxcept in full, without prior authorization from this office. Carlson Testing, Inc. Construction Inspection & Related Tests , P.O.Box 23814 REPORT OF 6 X 12 CONCRETE TEST SPECIMENS Tigard,Oregon 97281 Phone(503)684-3460 ASTM C172 ASTM C39 FAX#684-0954 Method of Sampling: —.—_� Method of Testing: — —�— Date Molded: 05/06 , 19 93 Job No. CP-6681 Permit No: Client: WILDISH BUILDING CO — DURHAM SITE Proiect: ___ DURHAM WW .P PLANT PHASE 1113 ---_--- Address: _ DURHAM OR Contractor: WILDISH CONSTRUCTION Sub Contractor: _ Concrete Supplier: _—ROSS 1'LAND SAND & GRAVEL Trick No._ 209 —.._Ticket No.— A-133087 _ Cast By: — J1.— Cu.Yds. 1 1 Load No 3 — OVEPCAST Tem High:�'9 p'---Tem Low: 45 Weather: _--. - — p• g — Location,-IPlacement AEREATION BASINS AND LIME SLURRY TRENCH `— —_ — Test Time_10:25 ——Concrete Temp: _h6 Strength Requirement: _ 4000 PSI @_?8 days Slump_3 Cement Type I 44103 5 .0% 3/4 " Mix No./No.Sacks—_ ------Air Content— �—�_Max.Aggregate —� — Admix Amount:— Brand.VR _ Admix.Amoune _—__ __.BrandPOZZUTEC Set Test @ Register Date Date Unit Total Area Unit Report NO.No. Days Number Recd Test Wt. Load �— PSI No. 7 9529 05/07 05/1 104,3.10 8 .27 3690 436 28 9529 05/07 06/0 - _ 8 .27 !- __ 28 9529 05/07 06/0 — 8 .27 HOLD 9529 28 .27 G] LL1 J Remarks: ---- UNIFIED SEWERAGE AC'-NCY -- Information contained herein is not to be reproduced,except in full,without prior authorization from this office. 319.g ][nstruction Inspection& slated Tests C.'arlson 'T'esting, Inc. MAY 1 +�&�u;„utiliy IlF1lfl[]PMENt REPORT OF 6 k 12 CONCRETE TEST SPECIME14S .O.Box _ _ TiTigard,Oregoonn 97281 Phone(503)684-3460 Method of Sampling: ASTM C172 Method of Testing: ASTM C-39 FAX#684-0954 Date Molded: 04/12 _, 19 93 Job No. CP-6681 Permit No: Client: WILDISH BUILDING CO -- DURHAM SITE Project_ DURHAM WWT(� PLANT PHASE I .R Address: DURHAM OR Contractor: WILDISH CONSTRUCTION Sub Contractor: Concrete Supplier. ROc,`, LLLAND SAND & GRAVEL Tr ick No. " Ticket No._ T-440f32v� Cast t3y: J . WOOLF Cu.Yds. 4>i Load No.-I Wcather: RAIN _ Temp.High:_59 Temp.Low: 41 Location of Placement: CHEMICAL FEED ROOF TOPPIWI Algin i•IFyT ENTRY PARAPET WALLS `v. Test Time 10: 1 F' Concrete Temp:.—70 Strength Requirement: _ 4000 PSI @ 28 days Slump i I Cement Type T Mix No./No.Sacks 4410B Air Content 4 .9% _Max.Aggregate Admix.Amount:_ _ Brand PO771-ITECAdmix.Amount:_« _ Brandr.-IRVF" Set Test @ Register Date Date Ur.it —` Total Area Unit Report No. Days Number Recd I Test Wt. Load PSI No. 101,280 3580 428 7 y170 04/1:3 04/9.4 28 99.70 04/1' 05/1.0 130,570 _8 ,27 4620 435 28 9170 04/13 05/10 129,480 8 ,27 4580 435 CL H01,_D 28 9170 04/13 05/10 129,880 _13 .27 4590 435 CMfn w J Remarks: _sr !WUR-F,NGThIVEF�TNG l.1NTFTFD AGFNf , ("TTY nF .- Information contained herein is not to be reproduced,except in full, without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. REPORT OF 6 X 12 CONCRETE TEST SPECIMENS .O. Box TiTigard,Oregonon 97 97281 Phone(503)684-3460 Method of Sampling: (,STM 0172 Method of Testing: _ ASTM ( .3q FAX#684-0954 Date Molded: _ 04/08 _ 119 19 93 Job No. CP-6681 Permit No: Client WTI DISH BUILDING CO – DURHAM SITE Project: DURHAM WWTP PLANT PHASE IIB Address: U!JRHAM OR Contractor: WILDISH CONSTRUCTION Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVED Truck No. `'1 l Ticket No..__T /4,14 074 Cast By: Cu.Yds. Load No.-..._._ —.--_ RAIN Weather: Temp.High: _,_–Temp.Low:._i i_ocaIion ofPlacement: MEZZANNINE ELEVATION SLAB 1a SLUDGE THICKENING BLITI_DTNC; AND r'(-)l_IIMNS AND BEAMS AT NORTH END 12: 15 Test Time Concrete Temp: Strength Requirement: 4000 _13 gl @ 28 days Slump 4 Cement Type Mix No./No.Sack344106 _Air Content_ 4 '5' –Max.Aggregate {/ Admix.Amount: Brand•POZZUTEC Admix.Amount:____ Brand MRVR Set Test @ Register Date Date Unit Total Area Unit Report No. Days Number Recd Test Wt. Load – PSI No. 6 9137 04/09 04/14 98,975 "?7 3500 424 – 28 1 9137 04/09 05/0F 134,530 9 27 4760 434 28 9137 04/09 05/06 136,480 R .27 4830 434 CL HOLD 28 '9137 04/0q 05/06 128,990 6 ,27 4560 434 cc rn r N J m ►moi Remarks: rr :HDR FN GTN FRTNG t.)NTFTFD SEWERAGE AGENCY CITY nr IIGjgi. Information contained herein is not to be reproduced,except in full,without prior authorization from this office. Construction Inspection&Related Tests Carlson Testing, Inc. RECEIVED REPORT OF ! DURHAM ADVANCED WASTEWATER Uff:1 �✓ TREATMENT PLANT I D, EXPANSIONS DATE: December 31, 1992 CONSTRUCTION PROGRESS REPORT NO. 38 f _ _ CHEM PHA Status Summary as of November 30.1992 Phase IIA Chemical Contract Time -- Days into Construction 741 401 Percent of Contract Time 'i3`'; 52% Contract Payments - This Month $515,101 $1,425,930 Contract Payments Total to Date $23,178,179 $18,2.59,699 Percent of Contract Amount Including Change Orders '►')% 57%u Shop Drawings Submitted to Date 491 561 Number Returned to Contractor 488 560 Phase IIA- Con.ractor's Inc., during November completed the installation of fillet media. Installation of small piping; in the filter gallery,wiring terminations at the filter motor control center, and wiring of control panel 9015 continued. Painting of process piping in the filter gallery began. Installation of HVAC equipment in the filter area was completed. Painting; in cr the RAS Pump Station, Blower Tunnel, and Aeration Easin was completed, and final clean up and punch list work began. r N Wiring of control panel 5020 was completed and the panel was tested by HDR. Programming was loaded in control panel 5020 and a 5 day clear water test was performed on th(. side 3 secondary process. U.S.A. personnel training was performed _j on the side 3 secondary process. m LO Chemical Expansion Phase: During November, Wildish Building Co. continued work throughout the site. At the. J Digester, support pads were placed for the mixers. The gas fired boiler piing and digester gas piping was near completion. Ancillary devices were installed for the engine-generator set. Power and control wiring installations continued. Around the exterior of the digesters, installation of c-rb, gutters, waste gas burner structure, and waste gas burner piping were all completed. Concrete work fol interior walls, exterior walls, stairways, elevators, and pun,p bases at the Chemical Feed Building continued. Placement of the Lime Storage Tanks continued and installation of the chemical piping' ;,gan. Concrete work continued as well at the Sludge Loading Station. Preparations were made for wall and slab placements in the thickening area of the Sludge Loading Station. At Primary Clarifier No. 4, the installation of piping was completed and tested. DURHAM ADVANI;ED WASTEWATER TREATMENT PLANT fr4l. EXPANSIONS DATE: Novemhe: 30, 1992 CONSTRUCTION PROGRESS REPORT NO. 37 M- 1 r CHEMPHAS k • • i•• Status Summar ascif September 30,1992 Phase 11A Chemical Contract Time -- Days into Construction 711 431 Percent of Contract Time ()10/, 49% Contrnct Payments - This Month $470,256 $2,508,580 Contract Payments -- Total to Date .;22,4411,478 $16,833,769 Percent of Contract Amount Including Change Orders '�O% 53% Shop Drawinp% Submitted to Date 480 539 Number Returned to Contractor 4116 537 Phase IIA: Contractor's Inc.,during October,completed installation of filter underdrain tile and began installation of filter nwdta. Installation of Filter Surface Wash piping was completed. Small piping(seal water etc.)was installed in the Filter Gallery. Wiring of motor operated valves continued. Filter Control Panel 9015 arrived on site and wiring to the panel began. r.. Wiring terminations continued at the filter motor control center. Slide gates,grating and handrail were installed while concrete finish work was completed at the Chemical Clarifier. Chemical Clarifier No. 3 and Chlorine Contact Basin No. 3 were water tested. The fine bubble air diffusion system at Chlorine Contact Basin No. ? was tested. Mixed Liquor Recycle piping was installed at the RAS Pump Station. Painting of process piping and equipment continued in the RAS Pump Station and RAS/Blower Tunnel. Electrical terminations to control panel 5020 were completed and the panel was tested. Sitework for October included curb and gutter placement, site grading and preparation for paving. Chemical Expansion Phase: During October, Wildish 13,1ding Co. continued work throughout the site. At the Digesters,the engine -generator set was delivered and installation of piping continued. Digester gas piping began in the gas safety room and for the gas fired boilers. Wiring for electrical lights and instrumentation and controls began. Concrete work continued at tine Chemical Feed Building with the formation of upper walls, stairways, and elevator shafts. The installation of the alum %forage tanks was completed and installation of lime s.orage (,inks began. Demolition of the Sludge Thickening area was con:oieted and the layout for the new walls and slab began. At Primary Clarifier No. 4, concrete work was completed. The site work for October consisted of: Curb and gutter work at the digester area, the placement of waste gas burner pad and piping, and installation of piping for the future clarifier, reuse, flow split structure,and 30-inch Filter effluent connection. DURHAM ' ADVANCED WASTEWATER �'0�10_0%Uff:1 TREATMENT PLANT EXPANSIONS 1)VI'E:_ __March 13 1992 _ CONSTRUCTION PROGRESS REPORT NO. 28 -- CHEM PH- E. w _ w M PHASE IIA e — a — r e a �" .re•�..•eo"e�r�•�.�•eo"o+ e0 el H St;.'us Summary as of January 31, 1992 Phase IIA Chemical Contract Time -- Days into Construction 437 157 Perc,-nt of Contract Time 55%v 18% Contract Payments This Month $1,107,583 $1,177,660 Contract Payments Total to Date $13,714,419 $4,931,837 Percent of Contract Amount including Change Orders 61% 16% Shop Drawings Snbmittcd to Date 397 147 Number Returned to Cuntractor 396 146 1 Phase (IA: During Janua,-y, Contractors Inc. continued working throughout the site. In the Aeration Basin area, concrete work for the handrails wa:, completed and the installation of handrails around the basins began. Chemical piping was also 'tieing installed in the Aeration basins. At the sub-station, the electrical contractor was ::istalling the insides of the MCC panels. Work began on the installation of pipe and pipe hangers at the RAS Pumping Station for 'he 24" RAS and L,PA lines in the lower level. Drains and skylights were being insta►led at the top of the Pumping Statior roof while electr:cal LD J coirtractors place cable tray inside the Pump Station. At the RAS/WAS complex, cable tray was also being installed through the tunnel area. Pipe supports and the 30" LPA piping continued to be placed into the complex. Outside the complex, fill over the top of the tunnel was placed. concrete work continues at the Filter areas for the walls of cells 9-12. Chem-cal Expansion Phase: The Digester arca .emains the primary focus for `',ildish in January. With the digester slab r_ompleted, the formation of the adjoining corner walls began. Demolition work in the Solids Processing Building continues in the lower level basement, while on the main floor non-potable water, hot water supply, and hot water return piping installation has begun. Outside of the Digester area and the Solids Processing Building,the excavation of the Che-nical Feed Building begins. DURHAM ADVANCED WASTEWATER TREATMENT PLANT EXPANSIONS U A l t:: February 6, 1992 CONSTRUCTION PROGRESS REPORT N0. 27 CH M RASE r w PHASE IIA o vo+ v .sorD+ YY++ ,or.. Status Summary as of December 31, 1991 Phase I Phase IIA �hemic_al Contract Time -- Days into Construction 859 406 126 Percent of Contract Time 100% 51% 14% Contract Payments -- This Month 74,818 988,061 504,308 Contract Payments - Total to Date 13,898,419 12,606,836 3,734,177 Percent of Contract Amount Including Change; Orders 99% 56% 12% Shop Drawings Submitted to Date 423 383 117 Number Returned to Contractor 423 383 114 Phase 1: As of December 19, 1991 the firm hydraulic capacity of the Durham plant increased from 40 to 75 mgd. This capacity will fr;rther increase to 90 mgd following completion of Phase 11. hollowing primary clarification and chlorination, flows in excess of 40 mgd will now be routed to the surge basin for further clarification. All of tec autoryatic controls are fully N functional and only a short list of items remains to he completed. Paving and Landscaping will be delayed until the warmer weather of April 1992. Phase I is essentially complete. Phase IIA: During December,Contractors Inc.continued to work on projects in four main areas: PLAS/WAS complex, Filters, Aeration Basins, and Secondary Clarifier No. 3. At the RAS/WAS complex, J.D.. Mechanical continued installation `! 11.: of RAS piping,valves, and pipe supports. At the filters, preparations were made for forming filter tunnel walls, basin slabs, -' channels, and MCC; slab. At the same time, the installation of underdrain piping was taking place. By mid-December, concrete placement for the filter areas was in process. In the A--ration Basin area, concrete work was being done for placement of Architectural handrails. At Secondary Clarifier No. 3, hollow enre prc-ast panels were being placed at the substation roof. Chemical Expansion Phase: The digesters were the construction focus for Wildish in December. The digester tunnel concrete work was completed. Extensive rebar placement, form work,construction joints,conduit installation, and perimeter waterstops for the digester area allowed for the first placement of concrete for the digester slab. By the end of December, preparations were underway for the second concret. placement for the digester slab. Outside of the digester area, site drainage work and Solids Processing Building demolition work took plrce. ' TUALATIN VALLEY FIRE' & RESCUE AND BEAVE:RTON FIRE DEPARTMENT 4755 S.W. Griffith Drive • P.O. Box 4755 • Beaverton, OR 97076• (503) 526-2469• FAX 526-2538 January 29, 1992 Timber Harvesting Engineering Company 16285 S.W. 85th Tigard, Oregon 97223 Re: Timber Harvesting Engineering Co. 16285 S.W. 85th, Suite 404 6289E-003-002 Gentlemen: This is a Fire and Life Safety Plan Review ant.' is based on the 1988 editions of the Fine and Life Safety Code (UBC) , Mechanical Fire and Life Safety Code (UMC) , Uniform Fire Code (UFC) , and other local ordinances and regulations . Plans ara conditionally approved subject to the City of Tigard Building Department requirements and the following items: 1 . Fire Extinguisher. Requirements: Not less than one (1) approved fire extinguisher(s) with a rating of not less than (*) shall be provided for each (**) square foot of floor area or fraction thereof. The travel d4stance to an extinguisher from any portion of the building shall not exceed 75 feet . UFC Sec. 10 .303 (*) 2A10B:C, - Light and Ordinary Hazard 4A10B:C - Extra Hazard (**) 3, 000 - Light Hazard 1, 500 - Ordinary Hazard 1, 000 - Extra Hazard Note: Where flammable or combustible liquids are used, "B" ratings of extinguishers may need to be higher and travel distances shorter. See requirements in National Fire Protection Association Standard 10-1 . "Working"Smoke Detectors Save Lives Timber yarvest.ing Engineering Company January 29, 1992 Page 2 2 . Approved Plans on Job Site: One set of approved plans bearing the stamps of the builinq department issuing the construction permit and this office must be maintained on the project site throughout aLl phases of construction and must be made avai able to bu:Llding and fire inspectors for reference during required construction inspections. UBC Sec. 303 3 . Required Occupancy Certificate: Prior to the use and occupancy of the project (space) , a �.ertificate of occupancy or other written instrument of approval must be obtained from the building department issuing the construction permit. UPC Sec. 307 If I can be of any .further assistance to you, please feel free to contact me at 526-2502 . Sincerely, 'zl'c-� Gene Birchi Deputy Fire Marshal GB:kw cc, Tigard Building Department L/ c_ r-- H J �1 '39-65-MMURCHEWTIOARD.LTR N I N I°.TEEN SEVENTEEN fal NINETEEN NINETY TWO 75th�nnzversary Mr. Brad Roast Building Department City of Tigard 13125 S.W. Hall Blvd. Tigard, OR 97223 Reference: Unified Sewerage Treatment Facility Dear Mr. Roast: In our review of plans and specifications for the fiberglass tanks, we have a question concerning the City's interpretation of the importance factor (1) 9f"1 0 r .1.5 in Section 2312.g of the UBC as it applies to the following chemicals: `_?-. L Sodium hypochlorite - 3 tanks each 14,500 gallons, CAS # of 7681-52-9. Sodium Bisulfite - 2 tanks each 5,200 gallons, CAS # of 7631-90-5. Your prompt response will be greatly appreciated as these tanks are on the critical path for construction. Should have any further questions or comments do not hesitate to contact us. Very truly yours, HDR E GINEERING, INC. Jo E. Koch F' cc: Dennis Lively Bruce Willey �- HDR Field C.� I^ .J HDR Engineering, Inc. Suite 200 Telephone Lincoln Plaza 206 453-1523 11225 S.E. Sixtti Stree!, Building C Bellevue,Washington 98004-6441 Fax Sheet Number of Pages(Includes cover page) NYlessaile To Nam / 1 Telecopy number called Firm Citv State If you do not receive all of the pages,please call 206 453-1523 as soon as possible. From - ,J Name rxK/ Department Telephone �T Job Number J 1 Suite 2001 Building C Telepl• no MOA Engineering, Inc. 11225 S.E Sixth Street 206 463 1323 Bellevua,Washington Fax 98004.15"1 708 453.7107 NI.JM[,.i:.:r? : 971. V(i N WA IT RS & RO C3 E IRS lNC PAGE 006 MSI)":' NO : PL-101 l')ArA V U RST N 005 l)nl*F*: : 01.1,19192 1-1 R 0 000T ; 13 0 OT I I M RT S U L F'T I -4':j X 1'.)R 0 1"R N Cl PRCH) NO ............... ..................... F..Cm (M)DITIONAL lNF0PM()T]'CJN MSDS COF)ROTNATOR VLJ&R KENT CHARTNI") HOURS) , PACT.Flf: I'lWE 0 6 R r, :T;40O T.5/2;'/92 O9 : 3 4 p IR(.11)j (:IJ'.*;'r N0 . 0R11CR NO : Nfll ICC hn VAN WA*)"ERS & ING "VIJ&P EXPRP".-SLY 0 1 S C L Af M 5 A I-L E X P R F'.:)!:; UI? ................................................... THI'LlEl) UoRRANT11"..'13 CIF- MI'R(':HoN'riW:r.i._ r,ry r)N') FITNVH;�', FOP A PART)TULAR M.JRPW-.')I!:'. , W) r I I R r..::C;I`F-C'T TO TI.-IP: FR CJ 1:1 U C T ()R TN F Q I?M A 1 .1.1'.]N rl R 1.)V.10[7.D Fl L R EJ N , ............. AL.I._ .1'NI:()RHAT1'()N APPI::"ARING HERV.1N I." H0St,,:'D UPC)N DATA 0r3T0).'NI*::'.[) Frq(.,)m THE, MANUFAC-'ruprR (.)Nii/op iRi000N.TZI'_Il TIECIA141CM. SOURC'C'G . WI-11L.1...7 THE' lNFORMATION TP, UrL..T.rVFJ.) TO 141:11' VWIR MAKE'S' (40 RUPRESENTATT.ONS AS TD ITS ACCURAfly OR -JS OF W31" ARF 131"YON11 VW&R!3 CONTROL AND 'riii US L"R .3uIFTC.I:F'N(.,Y CO N 11'1'T',(0 1 R F F.-13 R C ABET. R V.S 1:41 N E;] rl 1. r,':.' TO v r.-RTV Y TMT:; D()TA LINDUR I I lE 1.R OWN CIPERol TNG COMI TT I,0 N S TO rlAr i'imijucr 17) smi FOR THI-11R PARTICULAR I'll I RPOSE'S AND Tlil"' 1)1';SIIMF. AL..1'. Rl:5IKS C)I THEIR lj!;Fl* l HAWILING , AND Cjl*:' THE PROERMT , OR FROM rHE r(jL31..'rJ.,.,) ri1)m oi? OF" , OR IRCI..[ANCE UPON , l.'IJNI*0.1,?,Jr.--[] I.Its".W."(19 . Tlll�; TNIFORMAT.I.ON FTA A-11-5; ONLY """ TI.-Il*:7r PRODUCT DE"SIGNATIFC) HERL."119 , ANn 110 Fi N L)T Rl"i.OTC 'm vi-s, u,,A: T.N CUM13INA'riot4 UTTI-I ANY o'riiEIR MATC- RT,;l. C)P f.N ANY 11 R 0 CU.S I N 0 rl F m S ri G CL, CO tAj REPORT NUMBER : 101 VAN WiTERS & POGERS TNC . PAGE : 005 MSMS NO : 131401 MA11..'RIAL '�,W:J..._Ty DATA LFFECTIVE )ATF� � R il I C'N 00,E PRODUCT SCIDIUM 13J.'SiR.1"ITC :(!5 4.3% CT R 1)1':,R N C.'s .................. ................ ........... Nlf I I f.'0NTAINr.:"M1 CIAN HAVE RESIDUES , G'ASE.".) AND MISTS ANE ARZ TO FIRCIPF"R UAS,rr..-, IMSPOSeN.. , AS r)13UV1-, . ............. .......... PRr-.:C'ALJTTGNS ................. .3-r fj R U L "Y `NTILATE0 �uL AND Ho)N1'.,J.1NQ i.7iRr-,.r#)u'r1'ONGt STOI'r.:-* TN A C0 131% WELL.VE F11 ACE STORE AWAY i: ROM Al L CITHER C-1-1EMICAL.'s F.).No FIDTE'NTIAL SOURCES OF CONTAMINATION CONTAINCR TIGHT:_Y CLOSED Wl-417N NOT IN USE . 00 N(3'f USE TO EMPTY CCINT(IINER. WASH THOREHJUHLY AFTER HANDLING . DO NOT Gl'-T IN L' YE-S , (IN GKIN ) OR ON REPAIR' AND MAINTENANC)..' f1r.dJ'AUTIONS ! NONE OTHER PRF( rkUT1(JNG2 ., CONTAINI-11.13 , EVEN TI..IU5'I_!-' THAT 1..I(.)V1: UEEN frMPTU70 , W.0 L RETAIN I"RorlUCT AWI VAPLIkE) . ALWAYS (3141ii,Y HAZARD UA14 ING r•j r) HANPL:7 LzMPTY CON'rm:NERS AS) :cF WERE FUI L. OTHER PR1;.CA(JT10NGt IN LATE IS'05 , THF U ' F(jr)f.) 1)1413 DRUU ADMINTIE'VTRATIM u I-r vr E ON f:'RUTTS AND 1VE(.7jE.TAI3*._I: 13 PROPOISED TO IIAN TI-117 USE7 Or" SOIJIUM 13:r' INTUNDED TO BC.7 RAIJ OR SULD RAW TO .,0 Fri 32930 , Atir-PUS) 14 , 19r3;3) . Tjll�:), PROIJUCT FOR THAT TS NO LallovIR ccm SIDERUJI TO Brl,-, CIFNERALL.Y RC CCICINIZED AS SAFE (C.)RAj, AKIO WIN WATl: RS & ROOF r .1 *!r I' J"� NC 6.11LI NOT SELL PROIJUCT FOR THOSE USEM , 6,011 I) SYNONYM , 05/91. . A r)o E,o i :;YN 1.1 N Y 0 , RE VI'S U 1) X UC 1:BHT H(-ZARIJ(J1J5 ING)RE11:11.01 '3 , TOX o. M co REPORIT NUMPIE::R : 971 VAN WATERS & ROGERS INC . PAGE : 004 MS09 NO : P1401 MATLi:RIAl.. SAFETY DATA GHEET EFFECTIVF DATE : 01/29/92 VERSION : 005 PRUOUCT ; SODIUM BIGULFITE Q - 439 ORDER Nn : PROD NO ...........'.._. ..l_............ ------------------------------------------- --- ....... -----FIRE AND EXPLOSION INFORMATION--------- --------------- FLASH POINT , DEG F : NOT FLAMMABLE FLAMMABLE LTMITS IN AIR , X METHOD USFU : N/A LOWER : N/A UPPER : N/A EXTINGUISHING MEOTAi THIS MATERIAL IS NOT COMBUSTIBLE , USE EXTIN - GUISHING MEDIA APPOPRIATE FOR SURROUNDING FIRE . SPECIAL FIRE FIGHTIWG PROCEDURES ; FIRE FLGHTERS 8HOUL0 WEAR SELF CONTAINED BREATHING APPARATUS AND FULL PROTECTIVE CLOTHING . USE WATE14 SPRAY TO COOL NE AROY CONTAINERS AND STRUCTURES EXPOSED TO FIRE . UNUSUAL FIRE AND EXPLOSION HAZAR09i SULFUR DIOXIDE GAS WILL HE RELEASE6 FROM MATERIAL AT A RATE INCREASING WITH TEMPERATURE . ------------------------4AZARUOUS REACTIVITY-- ---------------------------- STABILITY : STAULE� POLYMERIZATION WILL Nor occun CONDITIONS TO AVOID : AIR , HEAT . MATERIALS Tn AVOT01 NCIDS , OXIDIZING MATERIAL-13 , Al UMINUM , WATER , HAZARBOUE BECOMPOSITTIN PRODUCTS : MAY LIBERATE SULFUR DIOXIDE GAS , .......------SPIL� , LEAK , AND nISPUSIL PROCEDURES.................._._...-_..................,.--- 6L;TION TO TAKE FnR SPILLS OR LEARSi WEAR ACID-RESISTANT SLIrKER SUIT AND COVnLETE PROTECTIVE EQUTPMUNT INCLUDING RUBBER GLOVES , RUBBER BOOTS , AND A SELF-CONTAINED BREATHING APPARATUS IN THE PRESSURE DEMAND MOVE OR A SIPPLIEO-AIR RESPIRATOR . IF THE SPILL OR LEAK IS SMALL , A FULL FACE PIECE AIR-PURirYIND CARTRIDGE RESPIRATOR EQUIPPEu rOR ACID BASES MAY BF 1ATISFACTORY . IN ANY EVENT , ALWAYS WEAR EYE PROTECTION , FOR SMALL SPILLS OR DRIPS , MOP OR WIPE UP AND DISPOSE or IN DOT-APPR9VEO WASTE rONTAINERS , FOR LAROC srTLLS . CnNTAIN BY DIKING WITH SOIL "R OTHER NON COMPUSTIOLE ASSURRENT MATERIAL AND PUMP INTO OUT-APPROVED WASTE CON TAINERS , KFEP MATERIAL UUT OF !EWERS , STORM ORAING , SURFACE WATERS , nuo SOIL , COMPLY WITH ALL APPLICABLE GOVERNMENTAL REGULATIONS ON SPTLL REPORTING , AND H, NULING AND 01SPaSAL OF WASTE . DISPOSAL METHODS : DISPOSE OF CnNTAMINATEU PRonuCT AND MATERIALS USED IN CLEANING UP SPILLS OR LE-'A9':3 IN A MANNER APPROVED FOR THIS MATERIAL . CONSULT APPROPRIATE FEDERAL , STATE AND LnCAL REGULATORY AGENCIES TO ASCERTAIN PROPER maga AL. rRnCEDURES , REPORT NUMBER : 97:1. VAN WA.'rf"Rs & ROGERS INC . PANE ; 003 MSOS NOi P1401 M ATI:-_R I Al,.. DATA. ErFECTIUE DATE : 01/29/92 VERSION : 00,'; PRODUCT : SODIUM BISULFITE 13 - 43X ORDER NO : PROD NO ; -------------------------- --------------------------------------------- CORONIC EFFECTS bF EXPORURQ NO SPECIFIC INFORMATION AVAILABLE , MEOICAL CONDITIONS GENERALLY AGGRAVATED BY EXPOSURE : SOME INOIVIDUALS ARE EXTRENELY SENSITIVE TO MINUTE AMOUNTS OF INGESTED SULFITES , SYMP- TOMS MAY INCLUDE BRONCHO CONSTRICTION , SHOCK , GASTROINTESTINAL DISTUR.I., OANCES , ANGIC EDEMA , FLUSHING , AND TINULINO SENSATIONS . -------------------r---------TOXICITY DATA. .............................._........_......._................_.............................-..-RT.GHl_l lTr.�: 10 ORALi RAT L030 - 2 G/KG DERMAL_ ; NO' OATri FOUNH INHALATION : NO DATA FOUNI.) CARCINOGENYCITYi THIS MATERIAL IS NOT CONSIDERED TO BE A CARCINOGEN BY THE NATIONAL TOXWCOLOCY PROGRAM , THE INTSRNATIONAL AGENCY FOR RESEARCH ON CANCER , VR THE OCCUPATIONnL SArETY ANU HEALTH AOMINISTRATIOm OTHER DATA : SOLID SODIUM 01SULFirE HAS BEEN SHOWN TO BE EXPERIM'..NTALLY MUI nGEN I U - .......................... --------------PERSONAL PROTECTION---------------------------- UENTILATION : LOCAL MECHANICAL EXHAUST VENTILATION CAPARLC OF MlNTMT7TN3 EMISSIONS AT THE POINT OF USE , RESPIRATORY PROTECTIONi IF USE CONDITIONS RENERATE UAPORR OR MISTS , WEAR A NIUSH-APPROVED RESPIRATOR APPROPRIATE FOR THOSE EMISSION LEVELS . APPROPRT6TE RESPIRATORS MAY BE A rULL FACbFIECE OR A HALF MASK AI:R- PURIFYING CARTRIDGE RESPIRATOR EOUIPPEU FOR ACID GASES/MISTS , A SELF-CONTAINED BREATHING APPARATUS IN THE PRESSURE DEMAND MODE , OR A SUPPLIED-AIR RESPIPATOR FACEPIECE RESPIRATOR I`?)Lit PRUTECTION : CHEMICAL GOGGLES UNLESS A FULL ALSO WURN , IT TS GENERALLY RECOGNIZED THAT CONTACT LENSES SHOULD NOT BE LU ..j WORN WHEN wORKING WITH CHEMICALS BECAUSE CONTACT LENSES MAY CONTRIBUTE T9 THE SEVERITY OF AN EYE INJURY . PROTECTIVE CLOTHING : LONG-SLEEVED SHIRT . TROUSERS , SAFETY SHOES . ACID RESISTANT GLOVES , AND ACIO-RrSISTANT AFRON , OTHER PROTECTIVE MEASURES : AN EYEWASH AND SArETY SHOUrN SHOULD Rl:i: 1EARBY AND READY FOR USE , REPORT N(PlPf:.R ; 9"I'1. VAN WAT[7R�.; & ]'Nf,* PAGE : 0.02 10 NO : 1*11403. ii(A r I,.:"iz i. I 1',61:7L'ry E F r E:C T 1:V C' D(''T 0:1./29/9:.•'. vr::RGT(,),N : 00:.j 1:1 R 0 1:1 U CT 2101)IUM 131131.11 F-ITE 1;5 43% 0RJ]1:!:R NO : PROD NO (,'t]Mj:)C)N J:7t,)j' ..............r>I.I" T C,11 P R 0 P r:::rt%- BOILING r,tj'rNT , UI-.G 17 1 21.2 VAPOR III:.. , MM 1-46/20 DEC C. : '32 MELTING POINT , 1!:, : N/A VAPOR 15ENGl'r'e' (AIR-1 ) : N/A G P F:C I Fr 1:C (3 P A VT1*Y (W A T :1. , 15 f :1'7')X. S()I N . :1 40 4,*,',,.' SC,1-N WATER sou.mu-rry , % ,. 100 EVAPDRA11C)N RAI'E ( Eiul,yi A 1115 17A 4 A N I. AN 1.) ODOR : YI.A--L.Qw I.J(QUTlJ , 5 U N I1 L--N'T SULFUR 0- 0\I D( 311 S 0 13 0 .......... AID ............................................. 11-7 INHALEDi RKMOVE TO I"RESI-I AIR . (]:EVE: 1U.7SPIRATION IF NOT BREAll-IING3 . GET TMMU[IlA- TI;":' MEDIC,),- ATTENTI.A.)NI IN CASE" Orr CYC CON'T'ACT : xmmr-"nrrvi,i::A.,r v*u.isvi ryr.ls, wvrti I Or RUNNING, WATEP FOR V5 MINLYTES , i-ir-" I-ING 1'1--IE: UPPLJ4 AND L,.L)LJ,':.'R r-.:YFL.TDS OCC.ASTC)NoLLY . 7 .3 (3[:-r vimr.lit)vrr, m.,ructu. IN CoSE CJF:* (SKIN CON'TACT : lMMI::'DTATEA-)' WASI-I ')K]:N U114-1 L.C)l*S Or" SOAP AND WATER RI-.MOVI!r C(?l-,I'T',)M*TNA,rr.---r) (:I on-4m(3 ANU SI-101'"G); WASH 13r-'.I-ORE' RI:`*U3)1-* , Q ET CA L. Al";'ENTION Sr' V-00''TATION PUR!-.)TS`TV A F*T E: R W AS 11 IN G TF GWAI L.0 U C.1-1 DO NCl'r vomi*(-lNo , IF CONSCIO1,10 , GIVE. LOTS Of! Wo T I".R n p MTI...I< .1:14MEDTA'll M r.! C)TCA- 1- Alll.:NTION . DO NUT GIVE ANY14-11.6,10 BY PinUTH TO AN IJNL-(]N.e:-)(-,T(:)(,) 3 UR CQNVtJLG.TN(.3 Pr.-':IRSC)N , ............. 1.1670RD INVORMATION— .......... ....... pjjpjAp�y of'.- .1310N UR LYE NI If. I_I)TT ON UGNS AND SYMPTC)H( C.)F' EXPOSURE INHALATION 11,41-1AI-AIJON 0I MIST MAY 1*.RRI:TATI::: NOSJF. , THRrIAl' , AND 1 1.j N(3)1 EYE (.ON•rr'1(:Tr IJAPORS WTI L ii<ivcrrvi:- LIQUID (SNI) U.(l,.l IRRITATC: ANE.! M!)Y TPE EYES . GKTN CONTACJ : NO H?u*,rA,ri(.,)t-4 is i-, m:,i-.y 13RCE ONTACT r,11.1'r 111).Y SE TRRTI'Al'ING AF-11A PRUL.ONU[':JJ CONTACT , -:13 U(I L.L U U F'.a S W A L I OWING' THE LIQUID wii..i- cv,jsL:.* (RR'I:'m,r:rON OF' t1(1I1*1*j-j , ESOPHADUS AND El'omte%mi rt ::sul...'r, TNO) IN AN 11 A 13 o(*.)M T.N o.I t'A 1:N MAY llr--- F-ATAL . E-POPT NUM13ER : Y71. VAN W.-JURS INC: . PAGE : RTAI SAFETY UAT(', �.)J.JEET ms� NO : P1401 M A ll" V E'RS 10 N -rrECTTVE rJAJ*r,.: : 01 0 SODIUM DIUM 1"1.T In. t 43% LHDR119 + 0 P u E:**R NO ; ".r..14 P 1,,U 0 N 0 7 ENGINEVIING, lhr,- AN WATERS & RL)(,3ERS INC . Or' UNIVAR 8 El 9 00 0 too CARII LON POINT KIRKLAND WA 91:;0:3:4 ASSTSTANIX FOR Flff.-RME.NCY A35TS-TANCE INVOLVING CHEM11- AL3 C 1.1 f:;*M T R E C, (Elco) 414. PRODUCT AND Sol.-Eq T.Nl:'ORMATION "( CONTACT YOUR VAN WATC C & KGE'RI: OFF3TE AI 0 68 72. 11EN-r Ul A VU&R KENT ....so()o V '00LIC T IF ICATI N T N NAME : ;171j,.l,ljM 131SUL.F11-1. J.".5 43r. CAS NO. ,10MMON NAMES/SYNONYMS ! E.;ricjTUm SULF: 11T msuS # I PJ.401 ;tii:)Tljm ACID SPULYTTE ; HYDROGEN r'r E 501 UT 3.0 N M XTIJRE DATE ISSUEE) l -ORMULA : ' o. rx J. SL' V) 4AZAR13 RA*T,:r.NE3 (NI-PA 704 HAZARD RATING) Flf:.ALI*11,. 2 1"wT 0 US r-.L R E. ; 0 C'.V F R F.:. -.1 1.-8 L.T S f IT rEACTIA)TTY : 0 C)m 1, 1NONE C.D .;PEC I Al... F.„XPOGIAE LIMITS , Ml*,/I'i3 OSHA- ACC31H 0 TH V R COMP ONEN'r c, NO PEL TLV I..I H i,r NONE 'U F-1 2631 ?0-. T;- 4.3 MOILIM 0315 T E, UATERA 7732---18-5 HAI_ NONE NONE NONE MAIWAL !�AhW UAIA 'hi-ctl - J� r1-10W-W `ESSENTIALLY SIMILAR- TO OSHA FOAM TO I 500 N.C. pultnoman Street Suite 880 I FORM 40401RIr_ 6.641 Portland, OR 97232 frnnwatl Product Nam. Prnn"elt Goo! w), CLOR 6603 Emergency Mone NumPw(t) amlut Naar and molecular Formula slutlner: hrs.t 503-238-7230 5 4� l Other, hrs.: 503-228-765y206-R27-9101 J DLL Sodium Hypoe;rlorite Solution (MaOCI) 5 CAS No.111 I ZI Ser below QSynd� ChemicilFamlly f r Bleach, Soda Bleach __ Inorganic salt, oxidizing agent aAATERIALS OR COMPONENTS U_r. HAZARD DATA (TLV,LD50.LCSO,etc.) CAS Vuebers l r Sodium Hypoehlorite 112.5 7681-52-9 1 w Sodium Hydroxide 12.0 1310-73-2 C . � ai zi ' t link Trucks: HQ Hypochloritd Solution; Corrosive Material, UM 1791; Corrosive Placards; Sndiur Hypochlorite ez ez Solution. Drums C Cartons: Hypochlorite Solution; Corrosive Material, UM 1791; Sodium Hypoch).or}je Sklution. P , Reportable Quantity (RQ) is 100 lbs. 1 nP :nt/ snp• mp nt MA r•e1�na nt o ar a ,rn u w ed __F C F i ria 110 GIC 230 `F7 °C ° 0 11 0 7E.`5 1 W Sp•GI11e Ora rein(H�I?+r1) VaCor Wa•aure(rem Hr) CrE Vapor penalty(Air•)) i 1.280 / 15.5 °C Fee 11 OF AA IvDINIy In H=O t velaUNr oY Volume I ceatvral.on Rai• Q I Complete ---� 902 I Mp D Etne. - ) water • t e�eruoaat._ sL Appearance and Odor Straw colored - odor of chlorine Other (sharp, irritating) Furth point '.w Mal nad Furmmabie Lien nt Aut019nlllon Temperature/Fire Point Nonflammable None hone ' oC eF --- - ►p,..r 96 upper %I °C 'F qK O exTievo UlfailNG MEDIA `A wet«- (D y+A4.r- waur D CO D �`wniul U lAnam °i D roam Q p do or + Q � CJ rover D too D aream L_J 7 i ^ Sp£CIAL FIRE FIGHTING Pp OCEOURES " rrr0�yC w1 tnepasr r11 DOo Hol enlvl Anon Ila• r`� mate+ may O,+not .... (� lave vtr.ronuln.d heating and release chlorine. eo,l dine to ourn L 11 uLIaa rrotnlno .el« u blwtnlrw epper.t!t ;elf-clan?.aiLLJL ►>12hi n� UerUSUAL FIRE ANO EXPLOSION HAZARDS �P1Tspparatus may be nredtd. l f-1 prat erPloa►on _- �10 0-1)SAMI <kI�a Orn« _ ` U -n.-aarA io.nocr Contamination D femParrlur. Olne, )+ NA _7 I STABILITY CONDIT-IOF S COe4TR16uTiNG TO INST"ILrTY Loses strength r)th time and ! lYaLldu-r+ vnoto -. temperatures. tlaDr D Therrnal Q � VOlyma.lsaUon D Coniamrutlon D UnabDte pecomltotlUon gegre6+11Pn -- r _ — ID c INCOMPATIMIL1TY.Avoid cvntad wlln j ac all (�1 Slrnna or,dire Q e`er I eclat alkalH oridlt.rt F (w.crrl, Organics, anopia compounds, reducing agents. H- S rtAZARDOLISOECOMPOSITIONPAODUCTS•Tt-,ERMALANOOTHCAUla11 Hypoehlorcus acid, hydroehlori: meld, chlorine H � I gas, sodium chlorite, oxygen, Caused by elevated treperaturls and/or decrease in pH. cDr I CONDITIONS TO AVOID f I �t ion DOPellama E] Sm p Hoar Contamination, bright sunlight. STEPS TO BE TAKEN IF uATERIAL IS RELEASEE OR SPILLLD f� u r Sir eeC o+ Koop : �nw1��0, hNeni spread I I flute.Rh Abaort "lin uno Neutral lee �] D Kvaw baed }; WIII grater r._,P INrl material up end nmo.. Ecuate encor�cwl ( ll DlwovoI s Olne+ Small %pill: dilute with large utount of rater, dispose of to serer sWile, immed+illy De�•clrxar a f 1 1 I L : contain spill, dilute and reduce with bisulfilr o��-ulf)tt-gill-1. ' W wASTf OISPOSAL METHOD •C /r onrulede�,1, mare,or ro[a1 avdioroq.at for prcew deCearr,'J+uc+dureY- Y Chtrically reduced (see above) -,Pills contain sodium chloride and soe'iur Sulfate which can be disposed of vim sever system. [C�O N T I 14CVER VEDGN . REvERSF SIDE ;, •;., S280 aq/kg (rat). ti Irritant . recdening of skin, skin dasagc. (rabbit) ay' Washed: hods-att irritation +^n•y'b^ •� • �vv; Uncashed: Saytrc irritation (rabbit) �... CAran ly Suedltoalc•W11 C. — Constant irritation to eyes and throat, +I I rr I r • 1. P[ACAISS18L E EXPOSl1AE LIW1T (SslacIIY M TLv A Or Calling It)1 IOtnar, ACGIN 19� Sot Listed. O$HA 1� Not Listed. Not Listed. IRIeITAT'ON "- .r,. Swln f�Ytre 4o0er@to Ey. 1 So-ore wtofwatt WW (transltntr CORAo v' I`T. zw abraded . ,tet(DOT) ❑at fors. (C►sC) Eye Mey cava Dlo, Sf'E�►etl fttATION EFFECTS^herrn wreolt11P-11,4ALAT1,0114 DtffOct �Lti*na.M ❑ Atv waken fLVNu F 01 Y); vapors Irritating to lungs and respirstor, passages. .I' J �`1 ruo«t.o mnun• yy�� C-or L.�li.In otaetter LJ ISved101 !A INGESTION Do NOT Orink toQlout, ea aunts or LlIndWc* v.a,.0 Q1we pbnty Ott mtd"I Otnor Or silk. �Ontult a rlp,nitl,y .o nn,n, C7 of.rratil _ Ltl eentldn CJ Ilwdflyl' ri pEr._•e.L o yt,clall. Flush-Ktl totC t1h wyeOlul ClothCn M.mlNleo Cenl.mintled (Dana water afrerrtlon wenn q • On Cos OMcrr A eth"r1q. aainattd � ❑ mm�n a Lune.• � ❑laP•erJ yl' f 9 r hl I AC T -- - — — Flvan WMMh h PMy of"PAW few �Ott r"dWAI Cef n at Iaa13 mietwiet ett.ntbn ❑ le�dIYlr IWAA1.o-kT1ON In rrol or.tthin$. ------ rt'l 11srt+vw 10 ❑Ph+ertlrk�l AIti 10tit.nlGK m�dlul El efn. I I.J fTN rwCwstbn f�yD+n bn (K+tr[Ilyl: VENTILATION REpVIgE 4EKTi—,y..yf err,^rU.fin s,rnoauet M1Drr►>+"'T 1aar♦yt t.fOOevr�JirTra ❑ C:WI w rl ""taut o nY7tenll I I Loetl 6Aiv tm Ver w,hh*"quoit ❑Meek rw.Y Coi. r"IMM I r tm-r enerrntal NttfV eWeu; I wnt wetwn and 4,XV wleA--ey II! ❑x OR PW (smwtry)r If product is deco',poting, chlorine gas or osygen Pay be raisaled. 1 F EYEEDrarer nlelr tuw0 to Love.TvpE) 001101EDrery.tnyh Omer y ❑ ssefnY Pe"Inyl rattwal ro►y• a+•..es ® 0-ow, a 11:1,1160,1434 Worth,* tuba" oMyterid core t n RESPAIIATOR TYPE . Lar Prr+Y N10SN area cental Aoprv.w>Lov6irmitr ��es)pQ ty resp,ra orsnlnq or h. •Orkin 1n 1 }.n• X S�roo+t.d A can or u ~rrrb Pvt.. •ova, X In L car"& ❑ Ali ❑eel e, .*oor ❑ tt"".Tchlorine fueRs.tsI ❑ o«IyII j. OTPfEA PROTECTIVE EQU1 Pk1E NT .- alueOtr A Dubber 7{htr ,ti POOt1 on ❑Iaotclfr): PAECAVTIONARY LAXCL1NG ll �;11vtM tnerov{h Ar (� DO In en r,few. ❑Do not a..sne Kfro rnnulr.w Kew ewer horn �"�1 U slier n�ndllna LJ on rr In Or Z •r>o' L:Jdo MO ❑PY1.W#rte r./M efof { 1 pert In Ilr)lie,"ly J re'thlnp upon fM rVl-J W to r"Ivera r:ro from CorAacl .t rlo nt,.tier•near ❑ �r1h e.feth.r+e and Emt1tY CoMellrr Ute twt>btbn l ❑a... 1 T otn. cemornla» t fn.r u,nf,ln ❑ eraof ti '�rneutleftt he 0`0 us rwP.w wyror++e++t (avi-P,Y), - 0111,4r 1Vndtlr4 and ttaryr rpndrtrenl � - I Store in tool, dry location, away fro* direct sunligNt. Prtwleo by Oe.r AOC,vs .lases i. like 1/1)185 Three rsrk■ay, Philadelphis, PA 1910 r ;15_Sg1_]695 KEA"110' r-.Ire teQA In Or Tal,end 7,—C—.7.l. to Ver W1r or Ovr r.rw vtepp. 1•ION.71,r.nc+tae 11.YIt1r 11 n", Ol.and Wetrnment�Vtlonl aro /yhl•'t to l7Yfrr1 and Lnt teM•lonr of neneurra ane JM•e, Ti/y"of of O:renO Ow GO•.r01,Ptnhrart WAKE'. NO WAARLNTv,EIT r,CA CXPA CSS OA MOTE IMPLIED, t. @I PC SaEIT 1O Tr,C COM n,.[TENC i`. , CONTrNUtNG ACCURACY pY Tf,r INFORneATIOPV CONTAtNEO►+E111flf, ANO reset •INS tl l , ,rnn ,►.r Ph0 fir, 1...(-o ♦•,r nrr,.� .•... .•.. . .-. ., ... ... t-onstruction Inspection R Re/aced Tests Carlson Testing, Inc. P.U. Box 23614 X 12 CONC:f:ETE Tlghird, Oregon 97223 REPORT OF TEST SPECIMENS Phone(503)894.3460 �a CP-5931A PermFAX(5;)3)864.0954 it No : Date Molded: O, /�5 19--- 1 Job No. CONTRACTOR!• INC Client: — — Project: DURHAM WWTP PHASE IIA _ Address: DURHAM , OR _. Contractor: CONTRACTORS INC .� Sub Contractor: ROSS ISLAND Truck No. _`OC Ticke!No. 7-45941 Concrete Supplier: -- — K . RUSSELL 8: 50 5 Cc%t B-: . Test Time: Load No. CL EAR i3O 4�' Weuther: __ Temp. High: _ Temp. Low: _ SOUTH 1 /8TH :SECTION SECONDARY CLARTFIER SLAB Location of Placemen _ - -- r_ c./FiQ E,L _Cu. Yds. Conc-ete Temp: Strength Requirement: 4000 PSI ® 28 days Slump __�_Cement Type I 43106 C, -� {/4 „ Mix No./No. Socks Air Content Max. Aggregate,----- Admix. At wnt ____ Brand: Admix. Amount: Brand: SetTest ® Reg:storDate Date Unit Total Area Unit Report~ No. Days _ Number Recd Test Wt. ,:,-)ad PSI No. II 7 6142 02/26 03/04 82,364 28 .27 2910 5 28 6142 02/26 03/25 28 •?7 '219 6142 02/26 03/25 28 .27 (.L �- HOLD 6142 02/26 28 .27 V) w cc :USA Remarks: _ Mf FIR i H3 — ITY OF TIGARD Construction Inspection&Rclared Tcsts Carlson Vesting, Inc. P.O. Box 23814 r, X 1� C UIJC RETE Tigard,Oregon 87223 REPORT OF TEST SPECIMENS Phcne(503)684.3460 FAX(503)684.0954 Date Molded: `�'�C' 19 1 Job No. CP-5931A Permit NO: Client: CONTRACTORS INC Project: DURHAM WWTF' PHASE IIA Address: DURHAM , OR Contractor: CONTRACTURti INC Sub Contractor: _ Concrete Supplier; FOSS I E'LAIJt' Truck No. ")03 _ Ticket No. T`4-`'`a'c, Cast By: K . RUSSELL fest Time.B' 10 _ Load No. _ CLEAR 5U 4� Weather: —_ Temp. High: Temp. Low: `,OUTH 1 /aTH SECTION - SECONDARY CLARIFIER SLAB Location of Placement: j?/80 64 Cu. Yds. —Concrete Temp: _ Strength Requirement: 4000 PSI ® 21-4 days Slump Cement Type I Mix No./No. Sacks 4Y 1 OB Air Content V% Max. Aggregate 3/4 Admix. Amount; _ Brand: Admix. Amount: Brand: _ Set Test ® Register Date Date Unit Total Area Unit Repurt No. Days Number Recd Test Wt. Load — PSI_ No. [ 7 6 14 1 02/26 03/04 77,025 28 .27 2720 4 28 6 14 1 02/26 03/25 28 .27 28 6141. 02/26 03/25 28 .27 HOLD 6 14 1 0212E 28 .27 Remarks:CC :USA IK 1,113 TY OF rIGARD DURHAM ADVANCED WASTEWATEI , TREATMENT PLANT PHASE I EXPANSION DATE: June 25, 1991 CONSTRUCTION J. �1 --- REVISED EXPENDITURES PROJECT EXPENDITURES '•;� A ACTUAL EXPENDITURES V) ro- - J ` A S 0 N D J F M A M J J A S 0 N D J FM A M J J I'M ]991 I Electrical and contro'. wiring continues at the IlLad works and Primary Sludgc Pumping Station. Heating and ventilating equipment installation is continuing in each building. The, duct work for the odor control system inside the buildings are near completion. At the end of May 1991, 416 shop drawings had been submitted with 415 total shop urawings reviewed and returned to the Contractor on Phase 1. Two hundred fifty-on,� drawings had been submitted and 237 rLturncd to the Contractor on the Phase IIA project by the end of May r90!. Phase IIA work cc•itinues in the Acr3tion Basin, Clarifier and RAS/WAS complex. Concrete placement Ci for Aeration Basin slab is 100% complete and walls are 7011,41 complrtc. The RAS Pump Station slab is 100%, the Secondary Clarifier slab 50%, and the walls are 30%. Placement of reinforcing steel continues for the Ln P%AS/Blower Tunnel slab and walls. Excavation work continues at the filters Ind chemical clarifiers as well _- as demolition work in the Filter tunnel. Summary: Phase I contract was 663 days into construction as of May 31, 1991. This is 78% of the °'. contract time; however, it is 840A) of the contractors scheduled completion date of September 30, 1991. Pay Estimate No. 22 for work performed from April 30, 1991 to May 31, 1991 was $120,886 and total payincuts to date equal $13,467,066 or 97% of the r.viscd contract amount of e13,915,660. Phase IIA contract was 192 days into construction as of May 31, 1991 which i.; 24% of the contract time of 790 days with a completion date of January 25, 1993. Pay Estimate No. 7 was for work perfermcd through May 31, 1991, was $1,094,854 and total payments to date cc.ual $4,9, i,960. 11/13/91 Fee Fee Tran Fee Amount Receipt Check hate Rcd Description Type Code Amount Paid # # Paid By -------------------- ---- ---- --------- --------- ------- •------ -------- --- (C) PERMIT FEE PRMT 8683.00 0.00 (C) PLN REVW - STRUC PLCK 5643.95 0.00 (C) PLN REVI - FIRE FIRE 3473.20 0.00 (C) 58 STATE SURCHRG 5PCT 434.15 0.00 (C) DEV CHRG - ST DR SSDC 2250.00 0.00 Total fees: . . . . . . . . .$ 20484.30 - Payments: . . . . . . . . .$ 0.00 Balance due: . . . . . . . .$ 20484.30 11/13/91 D2 /�3 Fee Fee Tran Fee Amount Receipt Check Date Rcd Description Type Code Amount Paid # # Paid By -------------------- ---- ---- --------- --------- ------- ------ -------- --- (C) PERMIT FEE PRMT 3683.00 0.00 (C) PLN REVW - STRUC PLCK 2393.95 0.00 / (C) Y--,N REVW - FIRE FIRE 1473.20 0.00 (C) 5% STATE SURCHRG 5FCT 184.15 0.00 (C) DEV CHRG - ST DR SSDC 375.00 O.UO Tctal feeB: . . . . . . . . .$ 8109.30 - Payments: . . . . . . . . .$ 0.00 Balance due: . . . . . . . .$ 8109.30 Fee Fee Tran Fee Amount Receipt Check Date Rcd Description Type Code Amount Paid # # Paid By -------------------- ---- ---- --------- --------- ------- ------ -------- --- (C) PERMIT FEE PRMT 3183.00 0.00 (C) PLN REVW - STRUC PLCK 2068.95 7.00 (C) PLN RHVW - FIRE FIRE 1273.20 0.00 (C) 5% STATE SURCHRG 5PCT 159.15 0.00 (C) DEV CHRG -- ST DR SSDC 375. 'f) 0.00 Total feeE: . . . . . . . . .$ 7059.30 - Paymente: . . . . . . . . .$ 0.00 Balance= due: . . . . . . . .$ 7059.30 i 11/13/91 I✓�L/'�,(� /-- C)2. v Fee Fele Tran Fee Amount Receipt Check Dater Rcd Description Type Code Amount Paid # # Paid By -------------------- ---- ---- --------- --------- -------- ------ ---------- --•- (C) PERMIT FEE PRMT 3433.00 0.00 (C) PLN REVW - STRUC PLCK 2231.45 0.00 (C) PLN REVW - FIRE FIRE 1373.20 0.00 (C) 58 STATE SURCHRG 5PCT 171.65 0.00 (C) DEV CHRG - ST DR SSDC 2625.00 0.00 Total fees: . . . . . . . . .$ 9834.30 - Payments: . . . . . . . . .$ O.OU Balance due: . . . . . . . .$ 9834.30 DURHAM ADVANCED WASTEWATER UfA TREATMENT PLANT - PHASE I EXPANSION DATE: June 18, 1990 CONSTRUCTION PROGRESS REPORT NO. 09 PROJECTED EXPENDITURES ♦ ACTUAL EXPENDITURES - 1577 t•i.� �, M 0 --_ A S O N D F M A M J J A S O N D r 7 1989 1990 :991 I Work continues at the Headworks building with the completion of the walls to elevation 183.5 and the necessary finish work being done so the precast wall panels can be set during the end of June. Piping continues to be installed in the Headworks and Primary Sludge Pumping Station. Electrical work is also underway in each building with the motor control center installation nearly complete. Secondary Clarifier No. 1 was restarted on May 24, 1990 and work continues on Secondary Clarifier No. 2 with n scheduled restart of July 2, 1990. Work continues on Primary No. 3 r Concrete work continues at the Surge Basin Inlet and Outlet structures,Chlorine Evaporator Building, and Primary L-fflucnt Flow Split Structure. Work has started on the valve manholes and flow d recording manhole on the drain system from the surge basin. At the end of May, 1990, 341 shop drawings had been submitted with 340 total shop drawings reviewed and returned to the Contractor. y Summary: The contract was 297 days into construction as of May 31, 1990. This is 35%of the contract m time; however it is 51% of the time in the Contractors schedule which has a final completion date of March 15, 1990. Pay Etimate No. 10 for work performed from April 30, 1990 to May 31, 1990 was _a $1,065,576, and total payments to date equal $7,636,384 or 56% of tine revised contract amount of 13,745,428. CITYOF TIGARD OREGON February 27,1990 Ray Burns Farm-Land Structures 22177 So. Highway 99E Canby, Oregon 97013 Project: USA Storage Bldg, BUP90--0051 3.6580 SW 85th Ave. Dear Mr. Burns: The plans for this project were reviewed for conformity with applicable codes, and are conditionally approved. No plans for the mechanical or plumbing systems were submitted for. review. If any such work in to be done, plans are required and separate permits must be obtained. You may get the building permit for this project at your convenience. If you have questions, or if we may be of assistance, please contact us at any time. Sincerely, Jim Jago.a ti Plans Examiner FAX (503)684-7297 a. ct: F- V1 Y J cc (D LL1 _J 13125 SW Nall Blvd.,P.O.Box 23397,tigard,Oregon 97223 (503)639-4171 —� Rev. Date Initials 4 74 TECHNICAL SPECIFICATIONS DURHAM SUBSTATION PORTLAND GENERAL ELECTRIC COMPANY SEPTEMBER 6, 1990 Prepared by 4,T I Reviewed by Approved by 2 1.0 SCOPE 1.1 The contractor shat.]_ famish all material, labor, equipment and supervision necessiiry to construct a retaining wall, remove and install pipelines, widen roadway, construct cartpath, install oil containment sand filter system, provide site grading, provide erosion control during the course of construction, and install fencirq as shown on the oantract drawings and described in these tac-hnical specifications. Landscaping, irrigation and ground grid shall be installed by PGE. 1.2 The work, is to be performed at Portland General Electric's (PGE) easement at the Unified Sewerage Agency (USA) Treatment Plant facility .in Tigard, Oregon. 'rhe plant is locatea at 16580 SW 85th Street, Tigard. 1.3 The d..awings referred to in these specifications are entitled "Durham Substation;" they are listed below and hereby made part of this project. Drawing Ikon ger Title Rev. C-19242 Fence and Foundation Location Plan 1 C-19247 Grading Plan 1 C-19248 Retaining Wall 0 C-19249 Excavation and Fill Plan 1 C-19252 Vent and Pipe Flan and Garb and Pipe Profiles 1 C-19253 '?riveway Plan and Miscellaneous Details 1 C-18594 General. Layout 0 C-18596 Overall Ground Grid Plan 0 C-19522 Landscape Plan 1 1.4 Tete following Portland General Electric Company stardard Drawings acv referred to on sheet C-19247 and are also part of the project. Drawing Number Title Rev. Cr 10076 Oil Containment Sand Filter System Standard Details 4 E-8106 Oil Containment Board Stand 0 2.0 GENERAL 2.1 CODES AND RITAJLATIMS All concrete work shall conform with the latest edition of Building Code Requirements for Reinforced Concrete (ACI 318) . Q, All earthwork and paving shall confonn with the latest edition of ODOT Standard Specifications for Highway Construction, UJ unless otherwise noted. Construction materials shall conform with American Society for Testing and Materials (ASTM) , National Bureau of standards Voluntary Product Standards (PS) , American Wood Preservers Association (AWPA) and American Association of State Highway and Transportation Officials (AASHM) as herein specified. The contractor shall comply with all. applicable codes and regulations of the r-ity, county, state and federal agencies governing this work. 3 2.2 ACCESS: The contactor shall keep access to the substation by PGE personnel and access to the p•mping station by U.S.A. personnel open at all times. 2.3 SECURITY: It shall be the responsibility of the contractor to keep the site sectre at all times and prevent the general public or tresspasse.rs from gaining acce.-.s 2.4 SA=Y: Reasonable caution is to be exe.,-cisal at all times when working in the vicinity of charr -d electrical lines dw equipment. All required clearances, 5af•-t-v watches, amt outages shall be coordinated with PGE. A 2.5 MRr PATH: Access to the recycle manhole is to be kept open at all tines and is the responsibility of the. contractor. Any temporary pat`is provided must be safely away from electrical wires and equipment and easily negotiated by a three-whep-1 cart. 2.F STORAGE: Construction operations and storage must be kept in an area of the site as indicated or as directed by PGF'. TTt is the responsibility of the contractor to keep the site neat and orderly until caTpletion. 2.7 SALVAGE: All materials such as fencing, pipe, sprinkler fittings, etc. that are removed as reqs_rr'r', to cmplete the project; shall remain the property of FGE arni :hall be disposed of, stored, or reused as directed by FGE. 2.8 MEAN UP: Upon completion of the contract, t will be the responsibility of the contractor to clean up and dispose of any trash, scrap lumber, materials, cow-rete, rocy; soil or other debris left lin the site. 2.9 AC(MS3 ROADS: No mud, dirt, gravel, or other debris is to be tracked onto existing roadways by vehicles entering or exiting the site. If necessary, it is to be cleaned up iLzrcdiately at the descretion of and to the satisfaction of. P.G.E. 3.0 EARTHWORK 3.1 MATERIALS Ln 3.1.1 Crushed Rock: Shall be well graded from coarse to fine and meet the criteria established in section 70:3 of ODOT Standard Specifications for Highway Construction. 3.1.2 Native Backfill: Silty-sand or saixiy-silt excavated from the site, or previously stockpiled on the site may be used as backfill provided it is free fran roots, organic matter, clay lenses, trash, debris, rocks larger than 3" and other foreign materials. 3.1.3 Pea Gravel: Shall be washed well-graded gravel between 1/4" and 3/4" size. 4 3.1.4 Geotextile/Filter Fabric: Sha.11 be Burke-'ex 500 manufactured by Burke Concrete Accessories, Mirafi 50OX manufactured by Mirafi Corporation, or approved equal. 3.1.5 Perforated Drain Pipe: Shn1.1 be heavy duty type perforated polyethylene c-)nforming to ASTM F405. Perforations where required shall be staggered slots 1/4-inch wide at 5-inch centers. 3.2 Z CT=014 3.2.1 Underground Utilities: Prior to beginning any excavation, all undo groux3 utilities in the construction area shall, be carefully located and marred on the around. Gare shall be exercised to assure existing utilities are not damaged. Lasses resulting from damage to utilities during construction shall be the contractor',-- responsibility. 3.2.2 Excavation: Shall be made to allow for the finished elevations shown on all drawings. Footing excavation shall allow all footings to bear on undi!�;t irbed soil. If soil on which footings are to bear becomes disturbed by mechanical means or softened by moisture of frost they are to be further excavated' to soled bearing. Provide shoring and sloping necessary at all e.., avati,) ,s to support the sides of the excavation, to prevent any movement of adjacent pavement, structures, or utilities, to prevent any damage or delay of the work or endange ren' of life or health. Conform to all applicable OSHA ---gulationtis. 3.2.3 Scaloirx4: The top 6 inches (approx-marely) of thr borrow area containing organic matt, ., or other material unsuitable for use in anbankments as we... ,s other material not meeting :.he requirements for native backfill, shall be reanoved from the borrow area and di.,--T-<)sed of off-site- 3.2.4 Backfill: All fill maty-..,r1al shall be native backfill, or 1- 1/2" minus crushed rcxxl-: nviy be substituted. It shall b cxmgactr-xi to a minimum of TA relative compaction. Work shall be performed to Uin lines and grades indicated on the draArgs. Fill uiauthorized excavation by extending the z indicated bottom elevation of the footing to excavation n bottom, without alte.7iry required top elevation. Lean concrete fill may be used to bring elevations to proper position only when acxeptable 'to the Engineer and at no additional cost to PGE. 3.2.5 Compaction of Soil: In fill areas the material shall be deposited in uniform layers of such depth that the compacted thickness will not be more than 6 inches. The material being compacted shall be maintained at its optimum compacting moisture content during the period of compaction, and no fill shall be placed until. suitable equipment for aeration and addition of water is available. 5 3.2.6 Comgacti.on Standard: Relative compaction shall be determined in accordance with the latest revision of AIM designation D698, "Moisture-Dersity Relations of Soils and Soil- Aggregate Mixtures Using 5.5-1b. Hwmier and 12-in. Drop." 3.2.7 Grading: Upon cxmpletion, the finished sLrface of the site shall be reasonably smooth and free of irregular surface changes. The degree of finish shall be that ordinarily obtainable with a blade grader. The finished grade shall not vary more than 0.1 foot vertically or 0.3 foot horizontally with grading requirements shown on the drawings. 3.2.8 Yard Rock: All areas inside the new substation fencing shall be covered with a minimun of 8 inches of crushed rock. This material is to be compacted in layers to 95% relative =paction by vibratory rolling equipment. 3.2.9 Drain Pipe: Plastic drain pipe in the area behind the retaining wall shall be perforated; the section between the retaining wall and ditch shall ne non-perforated. 3.2.10 Drainage: The contractor small keep the work area properly drained at all times during the term of the contract. He shall construct and maintain, as required, any and all necessary ditches, flumes and/or any other temporary diversion and protective measures necessary. 3.2.11 Wall Backfill Placement: Do not place any backfill against the retaining wall for 28 days after placement of concrete or until it can be sham by laboratory testirn3 of concrete cylinders that the wall has reached a compressive strength equal to the 2$3 day ccepressive stmngth. 3.2.12 Irrigation: Any irrigation lire that must be removed or buried to complete the earthwork portion of this project shall be replaced in a manner that will provide water coverage of landscaped areas or as directed by PGE. 3.7..13 Erosion Control.: Provide erosion control in accordance with the "Erosion control Plans and Technical Guidance Handle ook" as distributed by Washington county Department of Land Use and Transportation. This ' handbook shall govern over any discrepancies between its contents and what is sham on the contract drawings. 4.0 PIPING 4.1 MATERIALS 4.1.1 The 24" diameter storm drain shall be corrucjab' d steel conformimj with AASTTM M36. Material shall be 16 ga. with 2-2/3" x 1" corrugations and galvanized. 4.1.2 The 30" and 8" diameter air lines shall be fiberglass reinforc:ed plastic (FRP) and shall be provided by PGE. 6 4.1.3 The 6" diameter cast iron pipe shall be cast iron no-hub conforming with ASTM A74-87 and joined with band-type couplings. 4.1.4 Concrete sewer pipe shall. be bell and spigot type conforming with ASTM C14-88. 4.1.1-1 Grating shall be heavy-duty type ratee for H-20 traffic loading. 4.2 EXECUTION 4.2.1 Pipelines: Shall be bedded with a 4" layrr of pea gravel conforming to the earthwork section of these specifications. Pipe tranches shall be filled to a point so that one-half of the pipe is buried with pea gravel and the other half exposed. For sections outstide the substation, the pipeline shall then be covered and the trench filled with native material provided it conforms with the earthwork section of these specifications, or 1" minus crushed rock and compacted to 95% relative compaction in successive 1211 lifts. Inside the substation, native material may not be used as backfill, 1" :pinus crushed rock must be used. See details on sheet C-192.53. Do not cLmipact until there is sufficient cover on top of the pipe to prevent damage to the pipe. 4.2.2 Workmanship: After lowering a pipe section into the trench the contractor -4-tall ensure that the surfaces are clean and smooth and free from any objects of interference which may affect the quality of the joint. The trench bottom shall provide 'uniform bearing and support for the pipe. Once a joint .is made, place pea gravel under and along the side of the pipe to hold it in place. Keep the inside of the pipe clean; at the end of each day's work tightly seal off ends of the pipe to prevent the entry of for=_ign material. 4.2.3 Six-inch diameter vents: Shall be relocated and/or fitted with clean-outs as shown on the drawings. These lines shall be bedded and cov-xed by a minirtiml of 4" of pea gravel on all sides upon installation. 4.2.4 Eight-indh diameter valve assembly: The 8" diameter tee, valve, and FRP pipe shall be re-used as shown on the draw.irgs, additional 8" diameter FRP will be provided by PGE to carplete the n--w connection to the 30" diameter FRP. To reuse the steel tee, cut it off at the base and weld on a new flange. 4.2.5 Joining FRP pipe: Shall be joined using the field wrap method accordhYg tc� the manufacturer's Wstruct.ion_s, and in conformance with PS 15-69. 5.0 ROADWAYS AND PAVING , 5.1 DFFI=ONS 5.1.1 The term "Standard Specifications" as used in the Roadwa -s and Paving section of these specifications shall mean ODOT Standard Specifications For Highway Construction (1984) . 5.2 MATERTAT S 5.2.1 The asphaltic concrete shall be cl=s B in accordance with the standard specifications section 403. The asphalt cement shall be AR-4000. The proportioning and blending shall be provided by a producer regularly engaged in the production of hot-mix asphalt concrete. 5.2.2 Tack coat shall comply with section 407 of the Standard Specif ic;,tions. 5.2.3 Filter fabric where required for roadway construction shall be Burke-JPex 500 manufactured by Burke Concrete Accessories, Typar 3401 manufactured by Remay C upany,or approved equal. 5.2.4 Concrete shall be ready-mixed concrete complying with ASTM C94 with a minimum compressive strength of 3000 psi after 28 days. 5.2.5 Steel Reinforcing bars shall be grade 60 conforming to ASTM A615. All bars are to be fig of dirt, rust, oil and loose slag at the time of delivery and at the time of concrete placement. 5.3 UTCUYTON 5.3.1 Curbs, pavement, and existing driveways are to Lo removed as necessary to provide the fijdshed prochict as shown on the contract drawings. Material fra, this iemoval must be disposed of off site by the contractor and may not be buried on site or used in any backfill applications. Any pavement or curb ceetior; to be removed are to be saw cut to isolate from pavement and curbs to remain. 5.3.2 Prior to placement of sub-base, proof roll subgrade as directed by 1--,E. Dig out any soft or pumping areas and backfill with clean sand conform-b-ig with the earthwork section of these specifications. ' 5.3.3 Sub se material shall be 1-1/2" minus crushed rock conforming to the earthwurk se--tion of these specifications. Compact in layers no greater than 6" thick to 95% relative compaction. 5.3.4 Curb shall be constructed of portland cement concrete and conform to section 609 of the standard specifications, unless otherwise noted. 8 5.3.5 Driveways shall be constructed. of portland cement concrete and conform to section 608 of the standard specifications, unless otherwise noted. 5.3.6 The asphaltic concrete shall be mix(A, hauled, placed, rolled, ocupacted,and cured in accordzince with section 403 of the standard specifications. 5.3.7 The asplhalt thickness after compaction is to be as shown on the drawings. 5.3.8 Roadway surface elevations shall match existing, adjacent roadmays arra shall match elevations on the plans. 5.3.9 Surfaces of concrete and saw-cut asphalt against which mw asphalt pavement is to be placed shall be coated with a light coat of asphalt tack coat just prior to placement of the asphalt pavement. Surfaces receiving a tack coat are to be in clean and dry condition upon application. 6.0 RETAINING WALL 6.1 MATERIALS 6.1.1 Concrete shall be ready-misted concrete complying with A.7M C94 with a minimum compressive strength. of 3000 psi after 28 days. The maximum shmmp at the time of pour shall be 4-inches. Cement shall be Type I Normal in accordancoe with ASTM 0150 and concrete agr±rngate conforming with ASTM C33. The maximum size of aggregate shall be no larger than 1/2-inch. .,.1.2 Steel Reinforcing bars shall be grade 60 conforming to ASTM A615. All bars are to be free of dirt, rust, oil and loose slag at the time of delivery and at the time of conczate placement. 6.1.3 Welded wire fabric shall conform to ASTM A185 and shall ►,e delivered in flat sheets. 6.1.4 Forms for the retaining wall shall be exterior grade B-C and" better grade plywood, or haul plastic finished plywood, 3/411 thickness miA.mum. On the exposed face of the wall, farms shall be in new and undamaged condition. 6.1.5 Grout shall. be Set Grout manufactured by Master Builders Ccupany, Burke Nom-Ferrous, Non-Shrink Grout manufactured by Burke Concrete Accessories, or approved equal. 6.1.6 Preformed Construction Joint shall be preformed steel strip with prefo-.ned steel groove such as Keyed Kold Retained Kap as manufactured by Burke Concrete Accessories. 6.1.7 Watexstop shall be Volclay Waterstcp-RX or approved equal. 9 6.1.8 Expansion Joint Material shall bitwnhious type conforr xg with ASTM D994 or D1751. 6.1.9 Polyethylene film shall be 6 mils L-i thickness an-1 shall conform with ASTM C171. 6.2 EXECUTION 6.2.1 Place concrete as recommended by ACI 304. 6.2.2 Convey concrete by methods which will prevent separation or los_, of materials. 6.2.3 Equipment for c.huting , pumping, and pneumatically conveying concrete shall be of such size and design as to insure a continuous flow of concrete at the delivery end without separation of materia?s. 6.2.4 Aluminum pipe and fittings may not be used for conveying concrete. 6.2.5 Testing of :.oncrete: the EngLneer may, at Owner's expense, test cylinders of the concrete which will be provided by the Contractor. The Contractor, at his expense, shall provide adequate facilities for safe storage and proper curing of concrete test cylinders on the project site .for the first 24 hours and for additional time as may be required before transporting to the test lab. 6.2.6 Rebar shall be placed in accordance with ACT 318 and approved placement drawings. Minimncn concrete cover and lap longths for rebar shall be in accordance with ACI 318 unless otherwise noted. 6.2.7 Construction joints shall be provided as shown on the drawings or as approved by the engineer. The length of pour in any case shall not exceed 32.5 feet. Construction joints shall be formyl with 3/4-inch chamfer on each side of the joint. 6.2.8 In th( retaining wall, construction joints shall be formed with a 2x4 keyway. In the retaining wall footing, a preformed construction joint may be u.--.ed. 6.2.9 Prior to placing the abutting concrete at a construction joint, the contact surface shall be cleaned by sandblasting or other approved method to remove all laitance, expose the aggregate and roughen the surface. 6.2.10 The Waterstop-RX must be firmly attached to the wall_ to prevent movement during the placement of concrete. Use Wat-_erstop-Rx primer to prepare the surface. Fallow manufacturer's instructions for installation. 10 6.2.11 If pre-existing pipes, conduits, or other existing site utilities interfere with placement of the retaining wall or footing, inform the Engineer and proceed as instructed. 6.2.12 concrete shall be consolidated with internal vibrators having a frequency of at least 8000 Mi. At least one back- up vibrator shall be at the placement site prior to placi„y the concrete. It is the responsibility of the contractor to be sure the vibrating is resulting in cmplete consolidation. 6.2.13 Any honeycombed areas or rock pockets shall be removed to sound concrete. If chipping is required, edges shall be perpendicular to the surface; feather edges shall not be permitted. The defective area shall be filled with a non-shrink, non-metallic grout. F '.or to placing the grout, follow manufacturer's instru�_ relating to mixing, tasting, placing aixi curing. 6.2.14 For walls, concrete forms shall not be removed for 72 fours after pouring. 6.2.15 Immedi.ate_f after rer)oving forms cover walls with polyethyl ei.c film for a period of 7 days. 6.2.16 Footings shall be covered with polyettyl-.ie film immediately after screeding and finishincj and shall remain in place for a pericd of 7 days. 7.0 OIL co r'AmAm BERM 7.1 MATERIAL 7.1.1 Lumber shall be treated in accordance. with American Wood Preservers' Bureau (AWPB) LP--22, CCA Treatment for ground contact. Field cuts and holes shall be field treated with a copper napthenate solution in accordance with American Wood Preservers Assriati.on (AWPA) Standard M-4. 7.1.2 Board Stands and angle plates ill be supplied by PGE. 7.1.3 Bolts, nuts, and washers shall be hot--dip supplied by PGE. 7.1.4 Sand for the berm shall be mortar sand meeting the following gradation specifications: J SIEVE SIZE PASSING #8 90-100 #16 85-95 #30 65-80 #50 40-55 #100 0-5 7.1.5 ceotext.ile/filter fabric shall be as specified in section 3.1.4 of these specifications. 11 7.1.6 Crushed Rock: Shall be well 1" minus, graded from coarse to fine and meet the criteria established in section 703 of ODCT Standard Specifications for Highway Construction. 7.2 EXECUTION 7.2.1 After excavating for installation of the sand berm, place a layer of filter fabric in the trench. 7.2.2 Install anchor -ssembl.ies and the wooden barrier as shahm on the drawings. 7.2.3 Place sand in the trench. 7.2.4 Place 2-inch layer of 1"-minus crushed rock: as shown on the drawings. 8.0 FENCING 8.1 GENEPAL 8.1.1 The contractor shall install an 8-foot-high chain link fence with three strands of barbed wire on 45-degree arms facing outward in the location shown in the chzwings, All fencing shall be in accordance with Portland General Electric Company "Standard Specification No. 100 Fences of Heavy construction." See Attached. 8.1.2 Gates of 20 feet and 24 feet ire width shall be installed in the locations shown on the drawings and shall conform to the aLave PGE fencing specification. 8.1.3 The contractor shall provide a drop-rod receiver at each gate as stated in PGE Standard No.100 "Fences of Heavy Construction," which is to be embedded in the drivea•ciy slabs. 8.1.4 The contractor shall provide PLIC sleeves on the top of the retaining wall where fence posts are to be located. The fence posts shat. be placed into the sleeves and grouted into place with flowable grout. Fran ths t-cp of the wall to the bottom of the sleeve shall be no less than 2 feet. The inside diameter shall be approximately 112" larger than the outside diameter of - the fence post. MJ PORTLAND G7,11ERAL 'ELECTRI;. COMPANY November 21 , 1958 Revised March 30, 1977 STANCARD SPECIFICATION NO. IC0 FENCES OF HEAVY CONSTRUCTION SECTION 1 - GENERAL 1 .01 Genera' (a) These specifications , together with the fence plan (file marked and dated ds indicate:' in the purchase order) , are intended to describe the quantities and qualities of materials and workmanship required for the construction of a complete and f4nished fence of "Heavy Construction". All la-,or, materials and equipment ne:essary to com- plete the work shall be included unless specifically noted otherwise. (b) The fence shall consist of a heavily galvanized, thoroughly braced steel frame with an 8-11oo` high galvanized wire mesi't fabric securely fastened to the frame. Gates shall be constructed of similar materials and in a similar manner to the fen:e. (c) Before final payment is approved, notification of completion of work must be given to the Engineer and all material and construction must be approved. (d) The fence erector sha'l commence construction of the fence within 48 hours after notification by the Engineer and shall carry the work to completion in the shortest practicable time. Any unforeseen delay shall be reported to the Engineer aid a new completion time determined. (e) When fencing existing substation, extreme care shall be taken to see • that the area is kept enclosed at all times when not working in the area. 1 .02 Location The fence shall be erected on the Compan,,'s property located as described on the drawings. -1 1 .03 Lire and Grade i The fence shall be erected on the line and grades indicated on the drawings or as staked on the ground by the Engineer. t 1.04 Materials All material shall be new, unused, and of recent manifacture except when `i specified differently on drawings. ..6 t.1 .V,I c MATERIALS 2.01 General Fencing and gate materials shall be of standard manufacture and shall conform to the following specifications. All metal fencing and gate materials shall be hot dip galvanized after fabrication. Except as otherwise specified, galvanizing shall be in accordance with the current ASTM Specifications designation A90-69 (Reapproved 1973). 2.02 Materials (a) Line posts shall be 2-1/2 inches 0.0. (outside diameter) hot dipped galvanized pipe weighing 3.65 pounds per linear foot. Line posts of 24/8 inches by 2-1/4 inches wing channels rolled of high-carbon steel and weighing 3.652 poun('s per linear foot may be used only where existing fence is to be matched, and with the approval of the Engineer. (b) Terminal , corner, angle and other pull posts shall be hot dipped galvanized pipe, 3 inches O.D, weighing not less than 5.79 pounds per linear foot. (c) Gate posts for openings up to 6 feet in width fitted with single cafes and up to 12 feet in width fitted with double gates shall be 3 inches O.D. weighing not less than 5.79 pounds per linear foot. (d) Gate posts for openinnq from. 1". to 26 feet in width fitted with double gates shall be 4 inches O.D. weighing not less than 9.11 pounds per linear foot. (e) Top rail and braces shall be hot dip galvanized 1-5/8 inches O.D. weighing 2.27 pounds per linear foot. (f) Stretcher bars shall be of steel not less than three-sixte?nth incn (3/16") by three-fourth inch (3/4") in size and shall be of length equal to the lull height of the fabric with which they are to be used. One stretcher bar shall be provided for each gate post and end post and two for each corner post. N (g) The fabric shall be 8-feet wide and shall conform to the current ASTM Specification Designation A-392-74, and shall be continuous chain-link fence having a 2-inch mesh and 9-gauce copper bearing steel wire. Top and bottom selvages to have twisted and barbed finish. It shall be galvanized after weaving to Class II of coating. L (h) Tension wire shall be No. 7 heavy gauge galvanized high-carbon i steel coil spring wire. (i) When barbed wire is specified, it shall have 12-1/2-gauge aluminum wire. .i 2-1 (j) When extension arms are specified, they shall be hot-dip Galvanized. All line posts shall be fitted with extension arms made of pressed steel and all end, corner and gate posts fitted with extension arms made of heavy malleable iron. Barbed wire to be fa,-tened in slots. Arms having projections to be bent down uver barbed wires may not be used. (k) All fittings entering into the construction of the fence shall be malleable iron, aluminum or forgings. (1 ) Gate frames shall be made of 2-inch O.D. hot-dip galvanized pipe weighing 2.72 pounds per linear foot. Joints between tubular members shall be made of heavy malleable iron or pressed-steel fittings. No welding of any joint will be allowed. Gate frames shall be filled with the same fabric specified for the line fence. Gate hinges shall be double-clamping type and shall be made of malle- able iron and forgings. Gate latching hardware to be fu',-nished and installed by Owner. See attached drawing. ,J 2-2 1 SECTION 3 ERECTION 3.01 Erection (a) All line, corner, end and gate posts to be set in concrete footinas having diameters equal to at least three times the post diameter. Posts to have a minimum of 2" of concrete cover under the bottom of the post. Footings shall be crowned 1/2" to 1" above existing sub- grade. (b) Line posts shall be equally spaced as shown on the drawings with spans not to exceed 10 feet on centers . Minimum line post embed- ment shall be 32" below existing subgrade. (c) Corner posts . end posts and gate posts shall be embedded a minimum of 38" below existing subgrade, with footing diameters as noted above. (d) Line posts shall have ornamental top fittings designe4- to provide means of passing top rail through fitting and provided with an overlapping flar;_ to cap the post against moisture. The top rail shall run continuously between pull post and be joined with steel sleeves allowing expansion and contraction. (e) All terminal posts shall be braced with one 1-5/8" O.D. compression brace located on the centerline of the fabric securely attached to the terminal and adjacent line_ posts with beveled-edge bands and truss brace_4 from center of first line post to bottom of the terminal post with 3/8-inc- rod and turnbuckle. Corner posts shall be so braced in each direction, (f) Top rails shall pass through the base of the line post extension arms or through the ornamental top fitting whichever is specified, and shall 'form a continuous brace from one end to the other of each stretch of fence. Joints shall be made with sleeves not only allowing for expan- sion and contraction but also providing a continuous brace. The ends shall be securely fastened to gate and terminal posts. (g) A bottom tension wire shall be fastened to the base of line posts with clips or wire ties and shall be continuous and taut from one end to the other of each stretch of fenc-. Tension wires shall be securely fast-. N ened to each gate post and term4nal post. (h) Fabric shall be installed on the outside of the posts, evenly stretched, and fastened to line posts by tie wires spaced not more C than 14 inches apart. Fabric shall be fastened to top rails by tie, L wires spaced not more than 24 inches apart. Fabric shall be fastened to tension wire by means of hog rings spaced not more than 24 inches apart. Fabric shall be fastened to end, corner and gate posts with stretcher bars inserted into fabric and held in place by clamps spaced not more than 14 inches apart. Top of fabric shall be between 3/4" to 1-1/4" above top rail . Bottom of fabric to be maintair,Pd at 2" above existing subgrade unless otherwise noted. When additions are made to an existing fence, top rail and fabric elevations sh2,11 match the existing fence. 3.01 Erection (Cont'd) + (i) Extension arms, when specified, shall carry three (3) strands of barbed wire at an angle of 45 degrees. Top-most barbed wire shall be 12 inches above the fabric and 12 inches out or in from the fence line, as specified. Barbed wire to be fastened into slots. Arms hav',na projec- tions to be bent over barbed wires may not be used. •i Ln CD �i .t Ci v N' J � .s t 1 f 3-2 ♦ ♦�j� VAN,A �� ♦jam ��j♦1♦� r a • pop Zero IVA MA ♦♦1 • 4, ♦�i♦w'o'' �'♦.•i�.�i♦�y�♦•fir i Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 Tigard,Oregon 97223 Phone(503)684-3460 P" N0C. P_�4785_ REPORT OF IN-PLACE SOIL DENSITY TESTS January 12, 1990 Client Unified Sewerage Agency _ Project _Durham Treatment Plant Improvements — Soil Description * 1 1/2 Rock from Morse Brothers / 3/4"-0 Rock from Cobb Rock * 126.1 * 9.5 Max. Dry Density 120.9 lbs./cu. ft. Optimum Moisture 1L -9 % Method of Test Nuclear. 3411-B 11.IV. LIF T MELD IN-PLACE DENSITY OAT( of TEST T E S T L O C A T 1 U N oisrurrt ILu. Cu. ►T.1 ?ISI MO /1, M0. % wit T ctr rn rrn[now Top o 1-11 *1 South Retaining wall Ft Ftg 12.1 136.1 1.21.6 96.4 1-11 2 8" Sanitary Station 14+35 -2' 16.1 137.6 118.5 98.0 1-11 3 8" Sanitary; 10' off Station 14+35 -2' 18.5 142. 3 120.1 99. 3 r-- LL' J A.mar k s cc--- HDR - Bill Vincent Contractor s, Inc.__ i y o Tigard _ -- -- CARLSON TESTING INC Construction Inspection&Related Tests Carlson Testing, Inc. P.O.Box 23814 llgyrd,Oregon 97223 Phone(503)684-3460 CP-4785 roe "a REPORT OF IN-PLACE SOIL DENSITY TESTS Client Unified Sewerage Agency January 11, 1990 Project Durham Treatment Piant Sol Description —2"-0 Cobb Rock Max. Dry Density 120.9 lbs./cu. ft. Optimum Moisture 10.7 % Method of Test Nuclear 3411-B ri(LD IN-►LACE Of NSI Tv 0 r+[ or T[1+ [l[v. Mo.IF ; r[s� wo. TEST LOCATION rt. wo. oisus[ ��eS.icu. rr.� to.PAC o. w T DRY 1 S 1 8" sanitary Sewer - Station 14 + 48 -1' 17.8 128.7 109.2 90.4 2 8" Sanitary Sewer - Station 14 + 20 -1' 22.9 135.2 110.1 91.0 3 8" Sanitary Sewer - Station 13 + 80 -1' 19.7 1.36.8 114.3 94.6 4 8" Sanitary Sewer - Station 13 + 80 -2' 1 21.6 137.1 1.12.8 93.3 J a�ma+�s CC: Contractor's Inc. -- Cit of Tigard --- — - -- - - — HDI _Hill Vincent CARSON TESTING INC Construcdon Insperdon&Rdsted Tests Carlson Testing, Inc. 6 x 12 Concrete P.O.Boy 23814 DEPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)6e4.3460 Dote Molded: 1 -04 19 90 Job No. CP-4785 Permit # Client: Un i f i ed Sewerage Agency Project: Durham Treatment Plant Improvements Address: Tigard, Oregon — Contractor: Contr actor 's, Inc• _ Sub Contractor: Concrete Supplier: Ross Island Truck No. 72 — Ticket No. T-483021 Cost By: K. Russell Test Time:9:40 Load No. 2 Over(ast 45 35 Weather: Temp, High: Temp. low: -- Clarifier wall between 1030-1200 with due North being 1200. Location of Placement: — 20/GO 55 Cu. Yds. -- Concrete Temp: Strength Requirement: _ 4000 __ PSI a 28 days Slump 2 112" --C:ement Type I Mix No./No. Sacks 43106 Air ':ontent—.1.9% Max. Aggrega'e 3/4" —_ Admix. Amount: --—. Brand: VR _ Admix. Amount Brand: — Set Test ® Register Date Dater Unit Total Area Unit Report No. Days Number Recd Test Wt. load PSI No. T 7 9990 01-05 l -11 88,633 28.27 3140 51 28 9990 01-05 2 - 1 2.8.27 28 9990 01-05 2 - l X28.27 v7 HOLD 9990 01-05 28.27 r � I � Remarks: C: Contractor s, Inc. HDR •- Bill Vincent Construction Inspection&Related Testa Carlson 'Te-Sting, Inc. 6 x 12 ConcreteP.O.Box 23814 RE ?igerd,Oregon 97223PORT OF TEST SPECIMENS Phone(503)U4-3460 Date Molded: 122 -15 ' 19 89 Job No. CP-4785 Permit Client: Unified Sewerage Agency Project: Derham Treatment Plant Improvements Address: _ Tigard, Oregon Contractor: Contractors, Inc. Sub Contractor: Concrete Suppler: Russ Island Truck No. 73 Ticket No. A-196218 Cost By: K. Russell Test Time: 45 Load No ,8 _ Cloudy 40 30 Weather: Temp. High: Temp. Low: Noi-LheasL quarter clarifier slab. Location of Placement: _ -- 661 104 70 Cu. Yeas. Concrete Temp: Strength Requirement: 4000 PSI '2 28 days Slump 4" Cement Type I Mix No./No. Socks 43108 Air Content 4.3% Max. Aggregate_ 3/4 Admix. Amount: Brand: Hut Water Admix. Amount: Brand: Set Test ® Register Date Date Unit To, Area Unit I Report No. Days Number Recd Test wt. Load PSI No. 1I 7 9700 12-16 12 -22 84,895 28.27 3000 31 28 9700 12-16 1 -12 126,700 28.2.7 4480 53 28 9700 12-16 1 -12 123,060 28.27 4530 j 53 c_ f N HOLD 9700 12-16 1 -12 124,953 28.27 4420 53 LD LD J ---111------- CC: Contractor 's, Inc. Remarks: -city OF Tigaf d - HDR - Bi 1 1 Vincent t Construction Inspection&Related Tests Carlson Testing, Inc. 6 X 12 Concrete P.O.Box 23814TI®erd,Orepon 97223 REPORT OF TEST SPECIMENS Phone(503)884-3480 Dote Molded: 12 -15 119 89 Job No. CP-4785 Permit # Client: Unified Sewerage Agency Project: Durham Treatment Plant Improvements Adr4-ess: Tigard, Oregon Contractor: Contractor's, Inc. Sub Contractor: Concrete Supplier: Ross Island _ Truck No. 31 Ticket No. A-196211 Cast By: K. Russell _ Test Time: 20 l ood No. 4 Cloudy fr) 30 Weather: Temp. High: —_ Temp. Low: Northeast quarter of clarifier slab. Location of Placement: 30/]04 70 Cu. Yds. _Concrete Temp: Strength Requirement: 4000 PSI ® 28 days Slump 3" Cement Type_1 Mix No./No. Sacks 43108 A Air Content 4.7% Max. Aggregate 3/4" Admix. Amount: Brand: Hot Water Admix. Amount: _ Brand: Set Test® Register Date Date Unit Total Area I Unit I Report No. Days Number Recd Test Wt. Load PSI 1 No. 1 7 9699 12-16 12 -22 90,630 28.27 321030 28 9699 12-16 1 -12 141,470 28.27 5000 52 y 289699 12_-16 1 -12 139,090 X28.27 4920 52 � i 1401D 9699 12-16 1. -12 137,957 28.27 j 4880 52 n r- m -1—_—� LL J Remarks: cc: Contractor 's, Inc. City HDR - Bill Vincent Construe-ion Inspection ar Related Tests Carlson Testing, Inc. X 12 Concrete TEST Box 23814 d REPORT OF TEST SPECIMENS Tigard,Oregon 97223 Phone(503)664-3460 Date Molded: 12 -14 , 19 89 Job No. CP-4785 Permit # Client: Unified Sewerage Agency _ Project: Durham Treatment Plant Improvements Address: Tigard, Oregon Contractor: Contractor's, Inc. Sub Contractor: Concrete Supplier: Ross Island Truck No. 71 Ticket No. A-1961S5 Cast By: S. Leach Test Time:12:00 Load No. 1 _ 45 30 Weather: _- Temp.Temp. High: Temp. Low: - Walls; 4:30 to 6:00 Location of Placement: — Cu. Yds. _._ Concrete Temp: Strength Requirement: 4000 PSI a 28 _days Slump 1 3/4" _Cement Type Mix No./No. Sacks 43108 Air Content Max. Aggregate—314" Admix. Amount: _ Brand: Admix. Amount: _ _ Brand: Set Test a Register Date Date Unit Total Area IJnit Report _ No. Days Number Recd Test Wt. Load PSI No. 1 %67 12-15 l2 -21 99,490 28.2.7 3520 29 2.8 9667 12-15 1 -ll 130,630 28.27 4620 50 28 966-7 12-15 1 -11 129,760 28.27 4590 50 n - HOLD 9667 12-15 1 -11 128,628 28.27 4550 50 1 cc: Contractor's, Inc. ' 1 Remarks: -- ------ ----- --------- —�� _1.j qU- i y o igar�----- — HDR - 6i11 Vincent — r'.omMWI D!Vllomp flr