Loading...
Report (753) • Carlson Testing, Inc. Construction Inspection & Related Tests Geotechnical Consulting REPORT OF" hX J CONCI:L_: LL: TEST SPECIMENS JUL 1 2 7000 P.O. Box 23814 A' - :,TM 0172 /C1231/C39/C3 /CI 43 � . Tigard, Oregon 97281 Test Methods: �� Phb (503) 684 - 3460 . AX # 684 -0954 Date Molded: 06/09 00 T0004403 : :I' JO -00440 20 Job No. Per I Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69TH TIGARD OR Contractor: X Sub Contractor: 186172 Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 Ticket No. r P.G.SANETRA Cast By: Cu. Y ds. 2 1. OF 75 Load N SHOWERS 55 Weather: Temp. High: Temp. Low: WALLS D FROM 3 TO 7 2ND LIFT, WALL A FROM 1 TO 3 1ST LIFT Location of Placement: AND WALL G FROM 1 TO 3 1ST LIFT. TEST AT WALL D FROM 3 TO 7 2ND LIFT. 70 Test Time: Concrete Temp: 3500 28 4" Strength Requirement: PSI © days Slump Cement Type _ 3510B Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By 7 2519 06/10 06/16 94,600 ".8.18 3360 WR 28 2519 06/10 07/07 144,640 ".8.25 5120 MS 28 2519 06/10 07/07 148,760 '.8.25 5270 MS 28 2519 06/10 07/07 141,280 118.25 5000 MS Remarks: - ! cc: L..RS ARCHITECTS _ CITY OF TIGARD : - _ -- --��� VLMK Reviewed by: _ . ' . Main Office Salem Office Bend Office P.O. Box 23814 4060 Hudson Ave., NE P.O. Box 7918 Tigard, Oregon 97281 Salem, OR 97301 Bend, OR 97708 Carlson Testing Inc • Phone (503) 684 -3460 FAX (503) 684 -0954 Phone (503) 589 -1252 Phone (541) 330 -9155 FAX (503) 589 1309 FAX (541) 330 -9163 July 10, 2000 T0004403.CTI RE rEIVED Permit No. BUP2000 -00012 JUL 1 2 2000 FIELD INSPECTION REPORT DATES COVERED: July 7, 2000 PROJECT: Tigard Corporate Center Parking Structure ADDRESS: 12125 SW 69th — Tigard, OR INSPECTOR: C. Stasch, COP #485 07- 07 -00: A 5000 -psi concrete mix 5031 B was placed in shear wall on D line 2 to 3 floor. All reinforcing and Richmond. Anchors were checked prior to placement of concrete and it conformed to plans. All concrete was pumped and vibrated. One set of four concrete test cylinders was made. Our reports pertain to the materials inspected /tested 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. ii) Respectfully submitted, ,, CARLS r; TESTING, , r , / r CHIEF EXECUTIVE OFFICER Douglas W. Leach Chief Executive Officer CS:tkf cc: Specht Development, Inc. — Bob Burns LRS Architects City of Tigard VLMK Construction Inspection & Related Tests Carlson Testing Inc. Geotechnical Consulting REPORT OF X 1 ` cow, R 1 L. TEST SPECIMENS JUL 1 2 2000 P.O. Box 23814 Y: A M 1 c172/C1231/C39/C31/C1064/C:1 'n Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 06/30 20 00 ,lob No. T0004403 Permit No: BI-2000-00012 Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69TH TIGARD OR Contractor: X Sub Contractor: Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 215 T188109 Ticket No. C . STASCH /T. KORNOWSKI 126 OF 270 Cast By: Cu. Yds. Load No1 SUNNY 65 Weather: Temp. High: Temp. Low: POST TENSION SLAB POUR *2 BETWEEN 3.5 TO 9 A TO C AND D TO G Location of Placement: 6.5 TO 9 LINE. TEST AT F /3. 9::30 80 Test Time: Concrete Temp: 5000 28 6 1/2" I Strength Requirement: PSI @ days Slump Cement Type 50316 3/4" Mix No/No. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: _ Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By III 7 3195 07/01 07/07 135,500 28.27 4790 MS 28 3195 07/01 07/28 28 3195 07/01 07/28 HOLD 3195 07/01 , . i, Rerr rItLD CURES ON A SEPERATE SHEET cc : I_.RS ARCHITECTS _ CITY OF TIGARD VL_MK Reviewed by: . . . . .J.. A . ,..ii ,.,;.t,..,,s ...,..r a..thnrioatinn from this nfficp. Carlson Testing, Construction inspection & Related Tests ng, Inc. RED - r .:' D Geotechnical Consulting ��x.l CUluc:f;l:::1 L JUL 1 2 moo REPORT OF ' TEST SPECIMENS P.O. Box 23814 AS IM 0172 /C1231/C3'9/C31/C1064/C143 BY: Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 Date Molded: 06/30 BUP2000 - 00012 2 0 00 Job No. T0004403 Permit No: Client: Sf'ECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69TH TIGARD OR Contractor: _ X Sub Contractor: Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 216 Ticket No. T188145 Cast By: C. STASCH /T KORNOWSKI Cu.Yds. 252 OF 270 LoadNo SUNNY Weather: . Temp. High: Temp. Low: POST TENSION SLAB POUR #2 BETWEEN 3.5 TO 9 A TO C AND D TO G Location of Placement: 6.5 TO 9 LINE_ COLUMNS D /8, D/9 AND SHEAR WALL 7 L.INE. TEST AT F/6 84 Test Time: Concrete Temp: 5000 28 5" I Strength Requirement: PSI @ days Slump Cement Type 5031B 3/4" Mix NoJNo. Sacks Air Content Max. Aggregate WATER REDUCER POLYHEED Admix. Amount: Brand Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI Na By VI 7 3198 07/01 07/07 127,260 28.26 4500 MS 28 3198 07/01 07/28 28 3198 07/01 07/28 HOLD 3198 07/01 RerrrritLD CURES ON A SEPERATE SHEET I ,-2 cc: 1...RS ARCHITECTS -- . CITY OF TIGARD . ,-... VLMK . 7 / Reviewed by: . . . .. .. -- _ ._ `- ----_.,.....,.. • . .. 4 ,11 ,.,;.ti..,.. n.4,.. 2.1fhnri7aeinn Irnm this office. • Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF6 X 1. i. Olij L H TEST SPECIMENS RF4" A P.O. Box 23814 ASTM C.1 .72/C1231/C39/C31/C1064/C1.4.:; JUL 1 2 An) j Tigard, Oregon 97281 Test Methods: Phone (503) 684 -3460 FAX # 684 -0954 06/30 2 0 00 Job No. T0004403 13 Y: ESUP2000 -00012 Date Molded: .'"" Client: SPECHT DEVELOPMENT INC - BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69TH TIGARD OR Contractor: X Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 209 T188096 Ticket No. Cast By: C . STASCH /T . KORNOWSK I Cu. Yds. 77 OF 270 Load N SUNNY 64 Weather: Temp. High: Temp. Low: POST TENSION SLAB POUR *2 BETWEEN 3.5 T0 9 A TO C AND D TO G Location of Placement: 6.5 TO 9 LINE. TEST AT D/2.5 8::35 81 Test Time: Concrete Temp: 5000 28 6 1/2" I Strength Requirement: PSI @ days Slump Cement Type 50318 3/4" Mix NoJNo. Sacks Air Content Max. Aggregate Admix. Amount: Brand: _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By II 7 ' 3194 07/01 07/07 141,980 28.27 5020 MS 28 3194 07/01 07/28 28 3194 07/01 07/28 56 3194 07/01 08/25 Re T f ELD CURES ON A SEPERATE SHEET cc: LRS ARCHITECTS .- " -..... CITY OF TIGARD VLMK • • • Reviewed by: .._ • . . _ • .... ,_ _ _ -,_ • __, ._ .......... .. .+ • t.. i,ell udlhn,d nrinr anfhnri7afinn from this nffica. Carlson Testing, Construction Inspection & Related Tests ng, Inc. Geotechnical Consulting REPORT OF f'X 1:' CONCRL I f . TEST SPECIMENS P.O. Box 23814 A `TM 0172 /C 1231/C39%C3.1%C'I.U64/C1.43 JUL 1 2 ?nno Tigard, Oregon 97281 P hone 503 684 -3460 Test Methods: � � FAX # 684 -0954 06/30 20 00 Job No. ( 000440" BY ' !!2.0. 0 -00012 Date Molded: . Client: SPECHT DEVELOPMENT INC -- BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69TH TIGARD OR Contractor: X Sub Contractor: — Concrete supplier: ROSS ISLAND SAND & GRAVEL Truck No. 208 T188086 Ticket No. Cast By: C . STASCH /T . KORNOWSKI Cu. Yds. 33 OF 270 Load No. FAWN 62 Weather: . Temp. High: Temp. Low: POST TENSION SLAB POUR *2 BETWEEN 3.5 TO 9 A TO C AND D TO G Location of Placement: 6.5 TO 9 LINE. TEST AT E.5/11.5. 8 : 00 81 Test Time: Concrete Temp: 5000 28 6 1/2" I Strength Requirement: PSI @ days Slump Cement Type - 50318 Mix NoJNo. Sacks Air Content - Max. Aggregate WATER REDUCER POLYHEED Admix. Amount: Brand _ Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested No. Days Number Rec'd Test Load PSI No. By I 7 3193 07/01 07/07 147,480 28.27 5220 MS 28 3193 07/01 07/28 28 3193 07/01 07/28 56 3193 07/01 08/25 RerrI, LD CURES ON A SEPERATE SHEET i " � cc L. -RS ARCHITECTS CITY OF TIGARD r VLMK ://' Reviewed by: ... . . . .. .J.. .• • • a.n ...a• ..• „nn. a, ,thnri - ratinn from this office. • Construction Inspection & Related Tests Carlson Testing, Inc. Geotechnical Consulting REPORT OF (1X I uONCRE.. I k:. TEST SPECIMENS JUL 1 2 2000 P.O. Box 23814 A'� TM C 17 2 / C 12 31 / C 3 9 / C 31 / C 10 6 4 / C :1 4 3 Tigard, Oregon 97281 Test Methods: Y; Phone (503) 684 -3460 t FAX # 684 -0954 Date Molded: 06/30 20 00 Job No. T0004403 BUP2000 -0001 2 Permit No: Client: SPECHT DEVELOPMENT INC -- BOB BURNS Project: TIGARD CORPORATE CENTER PARKING STRUCTURE Address: 12125 SW 69TH TIGARD OR Contractor: X Sub Contractor: Concrete Supplier: ROSS ISLAND SAND & GRAVEL Truck No. 93 T188131 T icket No. Cast By: C. STASCH /T. KORNOWSKI Cu.Yds. 2112 OF 270 Load SUNNY 73 Weather: Temp. High: Temp. Low: POST TENSION SLAB POUR #2 BETWEEN 3.5 TO 9 A TO C AND t) TO G Location of Placement: 6.5 TO 9 LINE. TEST AT D.5/5. 11 :25 84 Test Time: Concrete Temp: 5000 28 5 1/2" I Strength Requirement: PSI @ days Slump Cement Type 5031B 3/4" Mix NoJNo. Sacks Air Content Max. Aggregate WATER REDUCER POLYHEED Admix. Amount: Brand — Admix. Amount: Brand: Set Test@ Register Date Date Total Area Unit Report Tested rea No. Days Number Rec'd Test Load PSI No. By V 7 3197 07/01 07/07 124,720 28.27 4410 MS 28 3197 07/01 07/28 28 3197 07/01 07/28 HOLD 3197 07/01 Ren r r fELD CURES ON A SEPERATE SHEET cc: LRS ARCHITECTS - CITY OF TIGARD ,- /;= - VLMK / Reviewed by:!-- - ' ' . . _ _ _._ ,.. A . , 1, 11 ...;t ..• n.:n• a. dhn.i7atinn fmm this office.