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Report Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (150362,,481) 18:03 04 /10 /0Q GMT-04 Pg 02 -12 MIA ir ACS Testing, Inc 4° "'" ° "" 7409 SW Tech Center Dr., Suite 145 nns Tigard, OR 97223 TENTING. 'NI Phone: 503 -443 -3799 Fax: 503 -620 -2748 503.443.3799 CITY OF TIGARD Al "iN ROB MURCHISON, PE 13125 SW HALL BLVD TIGARD OR 97233 DAILY FIELD INSPECTION REPORT PROJECT: 3.0 MG Reservoir #2 ADDRESS: Bull Mountain Road, Tigard, OR DATE: 04 -08 -08 PERMIT #: BUP 2007 -00437 PROJECT #: 07 -1735 INSPECTOR: Darius Ontiveros This is to document observation of thread bar stressing for the remaining bars #46 -68 and the filling of thread bar sheaths with epoxy. The bars were stressed per criteria provided by DYK. 137 -3K force with .88" target elongation. See printout maintaincd by DYK for exact results. No ICC evaluation report provided by DYK for 2 part epoxy used. However an information sheet was provided: Manufacturer: Jeffco Products, San Diego, CA Products: Jeffco 3142 & Jeffco 1308 NC Epoxy was injected into sheath, filling from bottom, using compressed air delivery system. No issues apparent with installation. NOTE: All work noted above is per the job specifications and required codes. No items are in non - compliance at this time. Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed by: A AA-- Bob Brown, President I3I1/slj CC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen Fm:(503)620-2748 ACS Testing Inc. To:3.0 mg reservoir (15036240 , 18:03 04/10/0 Pg 03-12 VERTICAL PRESTRESSING 3.0114G 550' RESERVOIR02 13YK Addru 351 CyprCo' ess Lone • E% m CA 92DZO DATE 12/3/2007 TIGARD. OREGON mouirigi P.O. au WS • CoOn, CA 92020 None: (Sig) 4411 • Fft: 440...e6n www.dificeorn • Emu: oylcirsciksyx.coir. Verticol Prestressing oOrs shoi: conform to the following criterio: TENDONS: 1- 1 /4"0 Dywidog Th reodb ors (Got von:zed) = 132 NUTS: 1-1/4"O Dywiclog Nuts (Zinc ??tad) 264 iNtTlAt_ FORCE AFTER LOCK-OFF: Before Wroppintr. = 137,3 k 2.g k APPROXIMATE ELONGATION ATTER LOCK-OFF: SeFore Wrapping 0.8B inoti I aE - A7INC. - ; PLATE SIZE . 1 3/4 x 5" x 6" (too ond bottom) AD;AR LENGT;4: Wfl HSigh t 21'-0" suotroct: Top: of plate from wall top Top - 6.00" 1-1/4"al Dywiclog nut 2.67 : + Exposed Threococr " 4.00" (±) Bottom of plate trrirn footing Bottom: - 9.25" 1-1/4 Dywitiog nut : + 2.57" Exposed Threodbc.rr : 0,41" (±) • 20 1/2" (±) tZ4" Distonce between pictes 3LOCKOUT = 5"0 shed 40 x 10" long steel pipe. 46 is min yield. welded to top cnchor biota (Tubing to Se go:vonized tcr Icb!lcction) ROOF BLOCKOUT = 5" it 5" x 15e.: Y 5" 4500 steel tubing with •2 - 1/2"� x 6" long bars welded t tab.7,7 o 3/ thick steel rd took welded on top. • Tuoing tc ne r....3:vcr!zec fco BAR COATING Golvcnizee wItn zinc cocit;ng we. Di C.5500 cz DUCTING = 1.250o put:: GROUT = Select Bond NC EDC.xy 1 2/3/07 Felix v P. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (1503624 §681) . 18:03 04110 /ORGMT-04 Pg 04 -12 DYK, Inc March 26, 2008 Tigard, OR - Job No. 802 -01 GF11356 -01 • G Force Lab No. 6052 Hydraulic Ram Calibration Ram Calibration 10000 = -�.. _ _ = —+ - _ __- 1 9000 _ - - -�— =: .__ - - 8000 -- -+- �_ - - _ - _ - - - , - - -, .� ; -. - !P! _ __- _ - , - --i , – �_ ∎— - -I - - -- _ a 6000 - - - 1 - r - 1I -i_' G= °' 5000 . 1 = :- ram um -.�M� -_ �: O 4000 — t _ _. -- C� � C _— — - _..� 1 3000 -ICS —.= _— v► = $= . =� - -- . 1000 - T ! ! Ii - 0 50000 100000 150000 200000 y = 0.0502x + 10.7 Load, lbf Rz= 0.9999 _ _ _________ Load Gauge Equipment Calibrated: lbf psi 100 Ton Ram, EQ9190 0 0 10000 psi Gauge, SIN Z7009CM (EQ8583) 40000 2000 Date of Calibration: 60000 3000 03/26/08 80000 4050 100000 5050 Reference Equipment Used: 120000 6050 400,000 lb Forney U.T.M. 137300. 6900 ' Sill 77211 140000 7050 Date of Calibration: 160000 .8025 11/27/2006 180000 9000 Reviewed By: it, ` , o r John Inlow, Laboratory Manager ® 8788 Buibua Avenue 0 San piego, CA 92123 0 619.583 -6633 • 619- 583 6654 _ 3536 Concou A venue, S 110 o Ontari . 917 ® 909 481 -68 Fax 0 Fax 909-481 - 4642 www- gfarceca.com Fm:(503)620 -2748 ACS Testing Inc. To:3.0 me reservoir (15036243681) 18:03 04 11010 ° ^•MT -04 Pg 05 -12 4 /20 /00 e l le JEFICO 5252 Kearny Villa Way PRODIICTS San Diego, California 92123 Tel: 858.576 -9900 Fax: 8513.576 -7093 e-mail : saIes@jeffcoprodttets . com EPDXY FORMULATORS JEFFc0 3142 2:1 NON- CORROSIVE HARDENER DESCRIPTION: Low viscosity, DOT non - regulated hardener designed for potting steel tendons in pre - tensioned concrete tanks. Superior impact, abrasion and chemical resistance. Cures at low temperature and in contact with moisture. Easy 2:1 volumetric mixing. Low odor, solvent -free, 100% solids. Complies C- 881 -90, Types 1, II, Ili, IV, V, VI, ViI; Grades 1 and 2. SUGGESTED USES: Potting steel tendons in pre - tensioned tank construction. Repair of concrete surfaces and crack injection. PROPERTIES OF 3142 HARDENER: Viscosity @ 77 °F 900 -1200 cps (Viscosity w /1308NC: 800- 850cps) Color (Gardener) 6 Weight per Gallon 8.3Ibs Mix Ratio, parts per 100 of resin 45 (2:1 by volume) Pot Life (150 grams) 30 -35 minutes Thin Film Set Time, hours 4 -5 CURED PROPERTIES WITH 1308NC RESIN: (Cure schedule: Gel @ ambient + 2 hours @ 212 or 7 days at 77 ° F) HDT (ASTM D648 -264) °F 130 Shore D Hardeness 80 Barco! Hardness 40 Bond Strength, 14 days 1,750 psi Water Absorption, 24 hrs 0 Coefficient of Shrinkage <.005 Compressive Strength 8,200 psi Flexural Strength 11,000 psi Tensile Strength 6,500 psi Tensile Modulus 320,000 psi Elongation % 3.5 HOW SUPPLIED. 401b pails and 460Ib drums, FOB San Diego, CA The information contained herein is offered without charge for use by technically qualified personnel at their discretion and risk. All statements, technical .information and recommendations contained herein are based on test and data which we believe to be reliable, but the accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. Always read, understand, and comply with the hazard warnings described in the products' Material Safety Data Sheet(s) before use. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:03 04/10/0° +MT-04 Pg 06 -12 • MSDS: JEFFCO 3142 PAGE 1 OF 3 PAGES . REV DATE 1 Jan 2002 REV: 6 JEFFCO PRODUCTS COMPANY, INC. MATERIAL SAFETY DATA SHEET (MSDS) Section 1: CHEMICAL PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: 3142 Hardener CHEMICAL FAMILY: Cycloaliphatic MFR'S NAME: Jeffco Products, 5252 Kearny Villa Way, San Diego, CA 92123 EMERGENCY PHONE: 8001535- 5053(Infotrac) GENERAL INFORMATION: 658/576- 9900(Jeffco) 1 Section 2: COMPOSITION, INFORMATION ON INGREDIENTS INGREDIENT CAS # EXPOSURE UMITS TETA ,Phenol reaction products <50 32610-77-8 N/E Benzyl alcohol <25 100 -51-6 N/E Proprietary ingredients >25 Trade secret N/E Section 3: HAZARDS IDENTIFICATION EMERGENCY OVERVIEW: Epoxy hardener solution. Certain individuals may have pre - existing skin or respiratory conditions causing a sensitivity or allergy which manifests as various reactions. Heating or spraying this product or the mixed parts increases potential health: hazards. Health and Safety personnel should examine handling procedures remedy existing: and potential health and safety hazards. POTENTIAL HEALTH EFFECTS: EYE: • May cause irritation. SKIN: • May cause irritation. INGESTION: • May Inflame or damage the G.l. tract. Ingestion may be harmful. INHALATION: • May cause irritation. CHRONIC EFFECTS: • Repeated exposure may cause irritation and sensitization. SIGNS & SYMPTOMS: • Skin rash, irritation, reddening, or eczema; Breathing irritation or difficulty. Section 4: FIRST AID MEASURES • USE APPROPRIATE BLOOD -BORNE PATHOGENS PROTECTIONS• EYE: • Hold eyelids apart and flood with copious amounts of water. Seek medical attention. SKIN: • Remove excess product. Wash thoroughly with soap and water. If irritation persists, seek medical attention. INGESTION: • Do not induce vomiting unless directed by medical personnel. Seek medical attention. INHALATION: • Remove to fresh air. Seek medical attention. ATTENTION: No representation is made as to the accuracy or correctness of the information contained herein, other than to state that it is presented by this organization In good faith and we believe it to be correct and accurate per the limits of our understanding and training as of the date of first publication. The user or handler of this product Is warned to take the most conservative and safest interpretation possible of all information contained herein and to use the most extreme personal protection measures and exposure limitations prudently dictated by the specific usage or handling situation, this MSDS information and good industrial safety and hygiene practices. • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) , 18:03 0411010RGMT -04 Pg 07 -12 MSDS: JEFFCO 3142 PAGE 2 OF 3 PAGES REV DATE: 1 Jan 2002 REV: 6 JEFFCO PRODUCTS COMPANY,.INC. • Section 5: FIRE FIGHTING MEASURES • FLASH POINT: >210 °F UEL: N.D.A.% LEL: N.D.A. VAPOR DENSITY: N.D.A. NFPA FLAMMABILITY RATING: 1 . AUTOIGNITION: N.D,A. COMBUSTION PRODUCTS: CO, CO2, NO., & misc. hydrocarbons SPECIAL HAZARDS: Firefighters should wear butyl rubber boots, gloves, and body suit with SCBA. May generate toxic and irritating combustion products. Use DOT Response Guide #153. EXTINGUISHING MEDIA: Use foam, CO chemical, water fog. FIRE FIGHTER INSTRUCTIONS: Stay upwind. Wear at least full bunker gear and SCBA. Section 6: ACCIDENTAL RELEASE MEASURES Isolate spill area. Keep out of sewer and storm drains. Stop the leak and contain the spill. Vacuum, scoop, or absorb spill with non - combustible materials. Clean up spill residues with soap and water. Section 7: HANDLING AND STORAGE Avoid skin and eye contact and breathing vapors by appropriate measures. Do not eat or smoke while handling this product. Wash thoroughly with soap and water after handling or exposure to this product. Store in original sealed container at ambient temperatures (65c-80°F) in dry, well - ventilated areas. Section 8: EXPOSURE CONTROLS, PERSONAL PROTECTION For Personal exposure Limits (PEL), Threshold Limit Values (TLV), or other exposure limits, see Sec.2. GENERAL: Provide adequate ventilation that will keep airborne concentration at a minimum, EYE/FACE Safety glasses or splash goggles with face shield. SKIN: Chemical resistant gloves. Don chemical resistant clothing where exposure may occur. RESPIRATORY: NIOSH approved respirator with organic vapor /HEPA filter cartridges. OTHER: Decontaminate or discard clothing and materials that have come in contact with this product. Section 9: PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE: amber liquid ODOR: faint amine PHYSICAL STATE: liquid VAPOR DENSITY: N.D.A. SPECIFIC GRAVITY: 1.00 pH: alkaline BOILING PT: N.D.A. MELT PT: N/A SOLUBILITY IN H slightly Section 10: STABILITY AND REACTIVITY CHEMICAL STABILITY: Stable. INCOMPATIBILITY: Strong oxidizers, acids, epoxy resins in uncontrolled conditions; contact with other unpoiymerized monomers or polymers. HAZARDOUS POLYMERIZATION: Will not occur. HAZARDOUS DECOMPOSITION: None known, other than Sec. 5's Combustion Products. ATTENTION: No representation is made as to the accuracy or correctness of the information contained herein, other than to state that it is presented by this organization in good faith and we believe it to be correct and accurate per the limits of our understanding and training as of the date of first publication. The user or handler of this product is warned to take the most conservative and safest interpretation possible of all information contained herein and to use the most extreme personal protection measures and exposure limitations prudently dictated by the specific usage or handling situation, this MSDS information and good industrial safety and hygiene practices. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mo reservoir (15036243681) 18:03 04 /10 /P ° ^-MT -04 Pg 08 -12 • • MSDS: JEFFCO 3142 PAGE3OF3PAGES REV DATE: 1 Jan 2002 REV: 6 JEFFCO PRODUCTS COMPANY, INC. Section 11: TOXICOLOGICAL INFORMATION Oral: N.D.A. Dermal: N.D.A. Inhalation: N.D.A. Carcinogens under OSHA, ACGIH, NTP, IARC, or Other: None >_ 0.1 %. Section 12: ECOLOGICAL INFORMATION N.D.A. Section 13: DISPOSAL CONSIDERATIONS Dispose of in accordance with applicable federal, state, and local laws and regulations. Section 14: TRANSPORT INFORMATION DOT: Not Regulated. IATA: IMO: Section 15: REGULATORY INFORMATION OSHA: 1910.1200 Hazardous Chemical "Irritant", "Sensitizer TSCA: Contains listed ingredients. SARA ill: Sec311 & 312 Immediate Health Hazard; Sec313 Chemicals above de minimus level: None. CA PROP. 65 NOTICE: Not listed. NFPA: HEALTH 2 FIRE 1 REACTIVITY 0 OTHER N/A Section 16: CANADIAN REGULATORY INFORMATION WHMIS: Hazard Classification: Class D2B Skin Sensitizer. Refer to MSDS for specific warnings. WHM1S Symbols: Stylized T. Trade Secrets: N /A. Hazardous Products Act Information: This product MSDS contains ingredients which are Controlled and /or on the Ingredient Disclosure List (HPA sections 13 and 14). ABBREVIATIONS: N/A = not applicable; N.D.A. = no data available; NE = not established END OF MSDS • ATTENTION: No representation is made as to the accuracy or correctness of the information contained herein, other than to state that it is presented by this organization in good faith and we believe it to be correct and accurate per the limits of our understanding and training as of the date of first publication. The user or handler of this product is wamed to take the most conservative and safest interpretation possible of all information contained herein and to use the most extreme personal protection measures and exposure limitations prudently dictated by the specific usage or handling situation, this MSDS information and good industrial safety and hygiene practices. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) , 18:03 04110 /ORGMT -04 Pg 09 -12 . 5/99 • 0 1 . 1 e IE FF C 5252 Kearny Villa Way San Diego, CA. 92123 Phone: (858) 576 -9900 pH:Duels (800) JP- EPDXY Fax: (858) 576 -7093 Web: www jeffcoproducts.com EPDXY FORMULATORS E -mail: sales®ieffconroducts.com • JEFFico 1 308 Low Viscosity GP Epoxy Resin • DESCRIPTION: Low viscosity, economical, general purpose epoxy resin with lowest toxicity and odor of any epoxy resin type. Viscosity similar to laminating polyesters allowing fast and efficient wetting of reinforcement materials. Higher physicals than competitive resins due to lower reactive diluent content. 100% solids, non - crystallizing. Zero VOC's. • SUGGESTED USES: Hand lay up laminating, adhesives, crack repairs, mortars and penetrating sealers. PROPERTIES OF 1308 NC RESIN (neat): Viscosity: 500 - 700cps EEW: 201 -207 . Color: 2 (Gardner) Weight/Gal: 9.261bs MIXING: Recommend JEFFCO 1308NC be used between 65 ° -85 °F (product and ambient temperatures). Use below 45 °F requires special hardener selection, consult with Jeffco sales personnel for low temperature recommendations. Remove all surface contaminates such as water, dirt, rust, and petroleum products. Mold surfaces must be waxed or otherwise "released" prior to epoxy application. All Jeffco curing agents are compatible with JEFFCO 1308 NC so proportion resin and hardener in accordance with the selected Jeffco hardener. Mix resin and hardener for 3 -5 minutes being certain to scrape the bottom and sides of the mixing container. Mix no material than may be applied before the expiration of the pot life. CURING: JEFFCO 1308 NC cures overnight at typical ambient temperatures (65 ° -85 °F) with full properties developing in 7 days, see hardener data for specific cure schedules and properties. HOW SUPPLIED (net weights): 91b Gallons, 451b Pails, 5001b drums and bulk tanker. FOB San • Diego, CA or through authorized Jeffco Products Distributors. • The information contained herein is offered without charge for use by technically qualified personnel at their discretion and risk. All statements, technical information and recommendations contained herein are based on test and data which we believe to be reliable, but the accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereto. Always read, understand, and comply with hazard warnings described in the products' Material Safety Data Sheet(s) before use. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg, eservoir (15036243681) 18:03 04110 /0 GMT-04 Pg 10 -12 MSDS: JEFFCO 1308NC PAGE 1 OF 3 PAGES REV DATE; 1 Jan 2002 Revision: 4 JEFFCO PRODUCTS COMPANY, INC. MATERIAL SAFETY DATA SHEET (MSDS) Section 1: CHEMICAL PRODUCT AND COMPANY IDENTIFICATION PRODUCT NAME: JEFFCO 1308NC Epoxy Resin Chemical Family:'Epoxy Resin Mixture MFR'S NAME: Jeffco Products, 5252 Kearny Villa Way, San Diego, CA 92123 EMERGENCY PHONE: 800 / 5 35- 5053(lnfotrac) GENERAL INFORMATION: 8 58!576- 9900(Jeffco) Section 2: COMPOSITION, INFORMATION ON INGREDIENTS INGREDIENT % CAS EXPOSURE LIMITS Bisphenol A Reaction Product <80 25085 -99 -8 N/E Aliphatic Giycidyl Ether >10 68609 -97 -2 N/E ( Proprietary ingredients >10 Trade secret N/E Section 3: HAZARDS IDENTIFICATION EMERGENCY OVERVIEW: Epoxy resin solution. Certain individuals may have pre - existing skin or respiratory conditions causing a sensitivity or allergy which manifests as various reactions. Heating or spraying this product or the mixed parts increases potential health hazards. Health and Safety personnel should examine the handling procedures and remedy any existing or potential health and safety hazards. POTENTIAL HEALTH EFFECTS: EYE: • May cause irritation. SKiN: • May cause irritation. Low dermal absorption hazard. INGESTION: • May inflame or damage the G,I. tract. Ingestion may be harmful. INHALATION: • May cause irritation. CHRONIC EFFECTS: • Repeated exposure may cause irritation and sensitization. SIGNS & SYMPTOMS: • Skin rash, irritation, reddening, or eczema; breathing irritation or difficulty. Section 4: FIRST AID MEASURES *USE APPROPRIATE BLOOD -BORNE PATHOGENS PROTECTIONS♦ EYE: • Hold eyelids apart and flood with copious amounts of water. Seek medical attention. SKIN: • Remove excess product. Wash thoroughly with soap and water. If irritation persists, seek medical attention. INGESTION: • Do not induce vomiting unless directed by medical personnel. Seek medical attention. INHALATION: • Remove to fresh air. Seek medical attention. ATTENTION: No representation is made as to the accuracy or correctness of the information contained herein, other than to state that it is presented by this organization in good faith and we believe it to be correct and accurate per the limits of our understanding and training as of the date of first publication. The user or handler of this product is warned to take the most conservative and safest interpretation possible of all information contained herein and to use the most extreme personal protection measures and exposure limitations prudently dictated by the specific usage or handling situation, this MSDS information and good industrial safety and hygiene practices. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) ' 18:03 04/10/1'° :MT-04 Pg 11 -12 • MSDS: JEFFCO 1308NC PAGE 2 OF 3 PAGES REV DATE: 1 Jan 2002 Revision: 4 JEFFCO PRODUCTS COMPANY, INC. Section 5: FIRE FIGHTING MEASURES FLASH POINT: 177 °C 350 °F UEL: N/A LEL: N/A VAPOR DENSITY: N/A NFPA FLAMMABILITY RATING: 1 AUTOIGNITION: 300 °C 570 °F COMBUSTION PRODUCTS: CO, CO2, N0 , & misc. hydrocarbons. SPECIAL HAZARDS: Pre - sensitization to epoxy. EXTINGUISHING MEDIA: Use foam, CO chemical, water fog. FIRE FIGHTER INSTRUCTIONS: Stay upwind. Wear at least full bunker gear and SCBA. Section 6: ACCIDENTAL RELEASE MEASURES - Isolate spill area. Keep out of sewer and storm drains. Stop the leak and contain the spill. Vacuum, scoop, or absorb spill with non - combustible materials. Clean up spill residues with soap and water. Section 7: HANDLING AND STORAGE Avoid skin and eye contact and breathing vapors or mists by appropriate measures. Do not eat or smoke while handling this product. Wash thoroughly after handling or exposure to this product. Store in original sealed container at ambient temperatures (65 ° -80 °F) in dry, well - ventilated areas. I Section.8: EXPOSURE CONTROLS, PERSONAL PROTECTION For Personal Exposure Limits (PEL), Threshold Limit Values (TLV) or other exposure lirrits, see Sec. 2. GENERAL: Provide ventilation that will keep airborne concentration at a minimum. EYE/FACE: Safety glasses or splash goggles with face shield. SKIN: Butyl or nitrile rubber chemical gloves. Don chemical resistant clothing where exposure may occur. RESPIRATORY: NIOSH approved respirator with organic vapor /HEPA filter cartridges. OTHER: Decontaminate or discard clothing and materials that have come in contact with this product. Section 9: PHYSICAL AND CHEMICAL PROPERTIES APPEARANCE: clear syrup ODOR: slightly sweet PHYSICAL STATE: liquid VAPOR PRESS: N.D.A. SPECIFIC GRAVITY: 1.10 pH: N.D.A. BOILING PT: N.D.A. MELT PT: N/A SOLUBILITY IN H2O: slightly Section 10: STABILITY AND REACTIVITY CHEMICAL STABILITY: Stable. INCOMPATIBILITY: Strong acids, caustics, oxidizers, and epoxy hardeners in an uncontrolled condition. HAZARDOUS POLYMERIZATION: Will not occur. HAZARDOUS DECOMPOSITION: None known, other than Sec. 5's Combustion Products. Section 11: TOXICOLOGICAL INFORMATION ATTENTION: No representation is made as to the accuracy or correctness of the information contained herein, other than to state that it is presented by this organization in good faith and we believe it to be correct and accurate per the limits of our understanding and training as of the date of first publication. The user or handler of this product is warned to take the most conservative and safest interpretation possible of all information contained herein and to use the most extreme personal protection measures and exposure limitations prudently dictated by the specific usage or handling situation, this MSDS information and good industrial safety and hygiene practices. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mn- reservoir (1503624368.1) • 18:03 04 /10 /O° GMT -04 Pg 12 -12 • MSDS: JEFFCO 1308NC PAGE 3 OF 3 PAGES REV DATE: 1 Jan 2002 Revision: 4 JEFFCO PRODUCTS COMPANY, INC. Oral: N.D.A. Dermal: N.D.A. Inhalation: N.D.A. Carcinogens under OSHA, ACGfH, NTP, IARC, or Other: None >_ 0.1 %. Section 12: ECOLOGICAL INFORMATION N.D.A. Section 13: DISPOSAL CONSIDERATIONS Dispose of in accordance with applicable federal, state, and local laws and regulations. Section 14: TRANSPORT INFORMATION DOT: Not Regulated. IATA: IMO: Section 15: REGULATORY INFORMATION OSHA: 29 CFR 1910.1200 Hazardous Chemical "Irritant", "Sensitizer". TSCA: Ingredients listed. SARA III: Sec311 & 312 Immediate Health Hazard; Sec313 Not listed. CA PROP. 65 NOTICE: Not listed. NFPA: Health 1 Fire 1 Reactivity 0 Other N/A Section 16: CANADIAN REGULATORY INFORMATION WHMIS: Hazard Classification; Class D2B Skin Sensitizer. Refer to MSDS for specific warnings. WHMIS Symbols: Stylized T. WHMIS Trade Secret Registry Numbers: None. Hazardous Products Act Information: This product MSDS contains ingredients which are Controlled and /or on the Ingredient Disclosure List (HPA sections 13 and 14). ABBREVIATIONS: N/A = not applicable; N.DA. = no data available; NE = not established END OF MSDS • • ATTENTION: No representation is made as to the accuracy or correctness of the information contained herein, other than to state that it is presented by this organization in good faith and we believe it to be correct and accurate per the limits of our understanding and training as of the date of first publication. The user or handler of this product is wamed to take the most conservative and safest Interpretation possible of all information contained herein and to use the most extreme personal protection measures and exposure limitations prudently dictated by the specific usage or handling situation, this MSDS information and good industrial safety and hygiene practices. Fm :(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir (15036243681) 13:18 01/05/09GMT -05 Pg 02 -02 (9(40800 `? -- : 7 409 SW Tech Center Dr. Ste. 145 d�� 3 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 - 620 -2748 REPORT OF CONCRETE E CYLINDER TEST Project Number: 07 -1735 Report Number: 13079 Project: 3.0 MG RESERVOIR #2 Client: CTTY OF TTGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MJRCHISON, P . E . FIELD TEST CONDITIONS AND C31 Date Placed: 4/2/2008 Time Sampled: 22 :20 YM Location of Sample: WALL & COLUMNS Supplier: GLACIER NW Truck Number: 765 Ticket Number: 139083 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:37 FPM Time Placed: Batch Size: 7 yds. Slump: 6 in. Air Content: 1.2 % Concrete Temp: 62 ° F.' Ambient Temp: 55 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/9/2008 7 62100 4.00 12.57 4940 990- Cn B 9/30/2008 28 75940 4.00 12.57 6040 1215 Cn C 4/30/2008 28 67250 4.00 12.57 5350 1075 Cn D-H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: Copies to: .7A''' Reported by: _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir 2 Final Letter (15036243681) 17:07 11/19/08GMT -05 Pg 02 -02 /� 7409 SW Tech Center Dr. Ste. 145 "" Tigard, OR 97223 c. '� Ph: 503 - 443 -3799 Fax 503 - 620 -2748 T[STI. M SPECIAL INSPECTION FINAL REPORT DATE: November 19, 2008 PROJECT: 3.0 MG Reservoir #2 PERMIT #: BUP 2007 -00437 ADDRESS: Buil Mountain Rd CITY: Tigard STATE: OR To Whom It May Concern: ACS Testing, Inc. attests that their inspectors performed special inspection(s) on a continuous and /or periodic basis as required by the specific jurisdiction and/or IBC. Special inspection(s) were performed for the following: Reinforced Concrete Structural Steel Epoxy Anchors Post Tension Based on personal observation. inspection and reports reviewed by me for the above project, I attest on behalf of ACS that work was performed to the best of my knowledge, in accordance with approved plans., specifications, and the applicable codes and standards for this jurisdiction. i it Approved by: ... ,'�'I � � ' i I Christina Schmidt Office Manager Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 18:11 10129/08GMT -04 Pg 02 -02 9 SW Tech Center Dr. Ste. 145 '' " ` r Tigard. Olt. 97223 °��awacrE Ph: 503443 -3799 Pax: 503 - 620 -2748 ats TESTING, INC DAILY FIELD REPORT FOR PROPRIETARY ANCHORS 03.443.3799 Date: Oct 24, 2008 Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN ROD MURCt11SON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 OR City: Tigard State: inspector: Maria Sosa Cert #: 01028080 .ACS JOB No.: 07 -1735 Concrete f Masonry Continuous ( Periodic YES NO N/A YES NO N/A Reviewed prior inspection reports? i [ 1 RFI #(S) Epoxy Anchors? i^ T Completed work complies with approved plans? Wedge Anchors? [— rg ' r ` Installation complies with manufactures l/� 1 published instructions and evaluation report? X Holes brushed and blown? T Report left on SITE Holes clean and dry? Engineers Name providing RFI j Previous non compliance items (� N/A inspected? Engineers Finn providing RFI Approved plans available? N/A Titen Screws 1 INSPECTION: Foreman notified of nonconformance Performed special inspection at handrail for epoxy anchors. items" Today observed 96 epoxy anchors installed. I Epoxy was placed per manufacturers' specifications. Concrete /Masonry Strength 5000 PSI 3/4 Hole Diameter In. Embedment 4 In. Eva]. Rcpurt ! 5193 fsp.Date 12 -31 -08 Anchor Type Grainger Product Type Hilti Hit Hy 150 CC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Reviewed I �� Date: Mike McKillip U t (.v1 q Bob Brown, President BB /slj 10/29/08 WED 09:46 FAX 503 601 8254 Carlson Geotechnlcal (1003 1 '' `'' . \ \ \ \ % 1 Y k F y \ • i ...„...„ • ft ti...., a . . ‘-‘411'* ..4.\\\\ 1 ' ,, Nc:r , ' ' /. — yII a _a Y.• a *� \ } • 1 i i '` k 6.' • • le i.. / •' • 11 i i g . ,. y ' t " J1 y • i A � •-.,:.,4„,- , � , 'a '� a 1. 1A Z •' A t P r'• G 1 �'4 � # , ° 1, �i � l R1 • - ry �• e 'u ' `� ~ p;»., .•,.. -6 , s. -':• !lll.• m ga =7,� ' ' ' i g ‘\ \ •.• ..ft 7-17 1, A ,,,,,-:„-, icie, 11 ..:.: .:;;;;:,-..4:- ,\ , . . .,, .-:‘ \ , - . m r . inti .--,.,...:....... 0 ...„. , , ,, . .\" „ , ,L. ,.\‘'..,, ,i'tw Nil Aismaimi - ., ,.,/,., . : :- .....- .. A , , . , ....,_. ME 1t ~ - V � ��:v Ti . ' i itr � 0 . ‘ � l 1 '. Ill , 1 _giallo!" mo _ b } •` 1 , ; 1 • I _ i ::. g� = 11 l . A te . 1• ` ` . I, ,, , 11FFs „'c1F?ats' Oar i S • S., • • t : -- . a ..'' .„ 7 1 1 tip :4 t T e \ \ "\ ' \ NA1 :-....--.... , - - •.•.:— •-• -: , • ,......;.. }:-..„... ..v... ,.-:,. 44 ' A ,••• \, v .:4 .: . ::. .... ...,.` ;:■.■ .;t , ,.• . ,;.. ! ,•• '.. 1 • '-.• ' • r::•_^ . ,.. . 'I • ,, • V�rzsc- ,rc��(�N nw. 0 - 2 6-- Or /• SIGt 7ID Le o u�e -1-CTE.0 e— co IG-d or. !o- ZS -off 4 °h1, .114 L� / �= or .P° vvrd fv -2 ' i 2 bl 4 a' ? 7I1 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir#2 (15036243681) 18:20 10/27108GMT -04 Pg 02 -02 .409 SW Tech Center Dr. Ste. 145 JV aas,u Tigard. OR. 97223 4:6=orrwrz Ph: 503 -443 -3799 Fax: 503 -620 -2748 TESTING,, INC DAILY FIELD REPORT FOR PROPRIETARY ANCHORS 03.443.3799 Date: Oct 23, 200 Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN ROD MURCI IISON, PC Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 City: Tigard OR State: Inspector: Maria Sosa C.ert #: 01028080 ACS JOB No.: 07 -1735 Concrete (X Masonry Continuous Periodic ig YES NO N/A YES NO N/A Reviewed prior inspection reports? I RF1 #(S) r r Epoxy Anchors? I^ F. E Completed work complies with approved plans? FT Wedge Anchors? Installation complies with manufactures I/� published instructions and evaluation report? Holes brushed and blown? Report left on SITE Holes clean and dry? I^ [ r— Engineers Name providing RFI Previous non compliance items [ r- ri N/A inspected? (/` Engineers Firm providing RFI Approved plans available? I N/A Titen Screws /5 — ( - Foreman notified of nonconformance Performed special inspection at hand rail for epoxy anchors. items? [ I I^ /\ There are 16 hand rails with 9 holes each. Total of 142 holes. I Today (10- 23 -08) was inspected installation of 48 holes. Performed special inspection at 2 vents for epoxy - 9 holes each. ConcretcrMasonr< Strength 5000 Psl Total 18 holes. Epoxy was placed per manufacturers. 3/4 In. Embedment 4 Hole Diameter --- _ -- -. -- In. Erb. Report # 5193 Fsp.Date 12-31-08 Anchor Type Grainger Product TVIx Hilti Hit Hy 150 CC: Rob Murchison. Matt Atiyeh, Matt Hickey, Rick Bolen, Mike McKillip Reviewed N in Date: Bob Brown, President BB /slj Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:08 07124/08GMT -04 Pg 02 -02 9409 SW Tech Center Dr. Ste. 145 s """` r Tigard, OR. 97223 4'1+av Ph: 503 -443 -3799 Fax: 503 -620 -2748 OILS V:L U .at�� DAILY FIELD REPORT FOR PROPRIETARY ANCHORS ?03.44 .1799 Date: Jul 22, 2008 Jurisdiction: ' City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN ROB MURCHISON, PE Project Name: 3.0 MG Reservoir#2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 City: Tigard State: OR Inspector: David Brodkey Cert #: COP886 ACS JOB No.: 07 -1735 Concrete X Masonry Continuous Periodic F YES NO N/A YES NO N/A Reviewed prior inspection reports? f F RFI #(S) i Epoxy Anchors? [ f ` Completed work complies with approved plans? Wedge Anchors? Installation complies with manufactures published instructions and evaluation report? f E Holes brushed and blown? - F E Report left on SITF_. Holes clean and dry? Engineers Name providing RFI Previous non compliance items iX I N/A inspected'? j Engineers Firm providing RFI Approved plans available? r N/A Titen Screws t INSPECTION: Foreman notified of nonconformance '18 holes epoxied this day. All were 3 1/2 deep and 5/8" wide. 4 items? � � j holes were located 1" below top of overflow access notch (2 on 7 9 /`I each side) for safety grate. 12 holes were located in access ;ladder notch (6 on each side) for safety grate. 2 holes were Concrete/iVlasonry Strength 5000 PSI located across from access ladder in ladder notch for alarm hanger. All holes were horizontal, were clean and time of 5/8 ,epoxying, and no issues were encountered, work performed by Hole Diameter In. Embedment 3 1/2 In. Tyson with Emery & Sons. Eva'. Report fi 5193 Exp.Date 12/2008 Anchor Type 5" long, 1/2" wide all thread bolts Product Type Hilti Hit Hy 150 CC: Rob Murchison, Matt Atlyeh, Matt Hickey, Rick Bolen, Reviewed Date: Mike McKillip Bob Brown, President BB /slj Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:24 07!01 /08GMT -04 Pg 04 -05 • ACS Testing, Inc OP=oNCeerc 7409 SW Tech Center Dr., Suite 145 man Tigard, OR 97223 TESTING. INC Phone: 503-443-3799 Fax: 503-620-2748 503.443.3799 CITY OF TIGARD ATTN ROB MURCHISON, PE 13125 SW HALL BLVD TIGARD OR 97233 DAILY FIELD INSPECTION REPORT • PROJECT: 3.0 MG Reservoir #2 ADDRESS: Bull Mountain Road, Tigard, OR DATE: 06 -25 -08 PERMIT #: BUP 2007 -00437 PROJECT #: 07 -1735 INSPECTOR: Shane Blackwell An ACS Representative was on site to observe wrapping of reservoir tank with 3/8" diameter ASTM A 416 galvanized strand. Observed calibration of load gauges prior to wrapping of' tank. See attached calibration sheet. Cable used is from Shrinko Wire Co. Heat #'s 5482, 5482, & 5484. By end of day, the tank was 3 /4 of the way to the top wrapped. Completed work is visually in compliance with engineered drawings and wrap schedules. NOTE: All work noted above is per the job specifications and required codes. No items are in non - compliance at this time. Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. 1111 Reviewed by:" • Bob Brown, President BB/sij CC: Rob Murchison, Matt Atiyeh, Man Hickey, Rick Bolen, Mike McKillip Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:24 07/01/08GMT-04 Pg 05 -05 DYK, Inc June 6, 2008 Tigard, OR - Job No. 802 -01 GF11356 -01 G Force Lab No. 6261 Circumferential Calibration PHM -100 Calibration Ram / Gauge Calibration 17000 ■■ ■■■ ■ ■■■ ■■ ■m■■ 5000 i p .iiC' ■■ ■n ■n ■BE• 9M.■..... 560 0:mC imi . N� 16000 C ■ ■■■■ ■■p.v ■.■■ i 1 1 .. ::i m°om. ■ --C" ■ N n !� .. nisom I 5600 i ..iai. .. omm a' ' ■■■■■ n 5400 �m®. 111.. ■■ rmmal 111 �._ ■ ... 15000 �OOi �•i. ■ i'. w .■•.. 15 muLL ■■ C I. ■ ■■� ■ammo ■l oll a ■■.. ■ ; ■ ■. ° 14000 , • -. v l ■■ _=0■ ■■n ; g 5000 ii iar i w■ 1 i ■ ■� ■a■ �ionm ■■ ■■ ■mane ....■■ - i i .... l C . .i C s n ■■:>> ■■ ■■m■m■m ■ ■■® I . � ■■■■ M. � il a ■■ i d ni... ■ ■ ■C ■ ■n 4600 = � . .. .. 13000 m m� n■■■ ■ ■ ■ ■■n® liEllq. • • •a o. ■■ r mama■■ �r1■°■ :T.••. .. ■■run ■■■■■ ■IiiIO 4600 0. . : �.Zi ■ rmum Jra 1 zoo0 . E° e eiiimi ` 4400 i G ii :T: 1 : . ■l�■■■m ■n■ ' Gram ■ ■ - 4 1 : i . ■. s ■ I ■. ■ I. ■ ■ ■ n■ j 4200 v 120------,- - Cso 11000 4000 • ... °.N.. .° . ° 7 12000 13000 • 14000 15000 16000 17000 12000 13000 14000 15000 16000 17000 y = 0.9986x - 1.8182 Load, Ibf y= 0.3526x +2.7429 Load, Ibf R = 1 R = 0.9999 Load PHM -100 Gauge Equipment Calibrated: Ibf psi psi PHM -100, SIN 208791 0 0 0 Load CeII, SIN 111407 12000 11980 4250 12 Ton Ram, B2907C 12500 12480 4400 Gauge, SIN 220ROTD • 13000 12980 4600 Date of Calibration: 13500 13470 4750 06/06/08 14000 13980 4950 14500 14480 5100 reterence Equipment Used: 1.5000— -•- 44980 - -- -- 5300.__. __._.._____.._...___._.__. _.. 15500 15480 5450 S/N 77211 16000 15980 5650 ate of Calibration: • 11/26/2007 !Calibration Excitation 1 1434 I Reviewed By: �= ` � Y tr�:.ct`��` _ . i r Inlow, La. oratory Manager e 8788 Balboa Avenue • San Diego, CA 92123 • 619- 583 -6633 • Fax 619 -583 -6654 3536 Concours Avenue, Suite 110 • Ontario, CA 9I764 • 909 -481 -6833 • Fax 909 -48I -4642 www.gforceca.com Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:24 07/01108GMT -04 Pg 03 -05 MILT ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 41Mo.vcaere Tigard, OR 97223 mu Phone: 503- 443 -3799 Fax: 503- 620 -2748 TESTING. I,' 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date: Jun 26, 2008 Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 Ci Ti and ty : 9 State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 Concrete IXI Masonry High Lift ❑ Low Lift ❑ CONTINUOUS n PERIODIC YES NO N/A Reviewed prior inspection reports. XI Spread Fts. 1 1 CDF I 1 CMU Approved Mix Design — Grade Beam I I Walls n Slab Footings Columns Pilaster Approved plans available Tl< — Post Tension Tilt Panels n Other Previous non compliance items — inspected 'X s I Mix Desi n # N N/A P51 9 �) Req.Strength Embeds per plans n n lx # Sets Casts N/A # Specimens WA Reinforcing per plans 1 1 X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete/Masonry Vibrated 1 1 I 1 Yards Placed NI A Supplier N/A X Method of Placement Chute 2 Pum ❑ Bucket ❑ Foreman notified of NCR items N /A R FI #(S) i ssue date RFI #(S) NIA Soils have been approved ENGINEER ISSUING RFI: FIRM: Completed work complies with I X N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ r I r-1 X Contractor: DYK Inspection & Locations: This is for continuation of tank wrap pre - stressing observation. Wrap continues this AM for last 9 feet of wrap. No issues to report. 3/8" 7- strand galvanized steel cable continues to be used as per DYK Proprietary System. DYK foreman on site is Chad .__-_...—__._.____.–....__. v__.__._._._______._..----------__._....._._..._.__...____.._._.__.__...._...___._._..__._._._._.__._..._._....-----.-- .._.........__..._.._.__._____ • No concrete placed on this date. Reviewed i Date: CC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Mike McKillip cn .. _._._.__ 0 3 0• o8 BB /slj Bob Brown, President • • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:58 06/13108GMT -04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 :PHA: Tigard, OR. 97223 41= Ph: 503 -443 -3799 Fax: 503- 620 -2748 TOS AW, INC DAILY FIELD REPORT FOR PROPRIETARY ANCHORS 503.143.3799 Date: Jun 11, 2008 Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 - 00437 ATTN ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 City: Tigard State: OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 Concrete Masonry r Continuous 5 Periodic YES NO N/A YES NO N/A Reviewed prior inspection reports? [ I^ RFI #(S) 5 Epoxy Anchors? I r Completed work complies with approved plans? In E Wedge Anchors? I I/� Installation complies with manufactures ix published instructions and evaluation report? Holes brushed and blown? X F. Report left on SITE Holes clean and dry? Pi Engineers Name providing RFI Previous non compliance items Matt inspected? �I '' • Engineers Firm providing RFI Approved plans available? MSA Titen Screws r INSPECTION: Foreman notified of nonconformance This is for install of anchors into the tops of saddle blocks. One items? I on each side of the pipe. Matt (engineering with MSA) on site at I time of install and approves epoxy use in concrete according to plan callout (1/S3). Install in line with accepted practices. Concrete/Masonry Strength 5000 PSI However no table/instructions exist for this exact application since ER Revision in Jan, 2007. SRE drawing for edge distances. 16 anchors installed on 8 saddle blocks with no issue. Hole Diameter 7/8 En. Embedment 8+ In. Eval. Report # 8193 po Exp.Date 12/2008 Anchor Type 3/4" diameter x 9" all thread Product Type Hill Hy 150 adhesive CC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Reviewed p�� Date: Mike McFGllip � 0 6 -13 -68 Bob Brown, President BB /slj Fm: (503)620-2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:20 <iii_i ' ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 Tigard, OR 97223 Phone: 503-443-3799 Fax: 503 -620 -2748 503.4443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date:0 2; 2008 , Jurisdiction: City of Tigard CITY OF TIGARD Permit #: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 1 C w ncre t e Masonry n High Lift ❑ Low Lift CONTINUOUS _ PERIODIC X YES NO N/A Reviewed prior inspection reports n X Spread Fts. _J CDF n CMU Approved Mix Design X Grade Beam Walls Slab -- -- - - -- Footings n Columns n Pilaster Approved plans available X Post Tension n Tilt Panels U o ttte r ; y x Previous non compliance items inspected i Mix Design(s)# 1765 Req.Strength 5000 PSI ' ' Embeds per plans n ICI # Sets Casts 1 # Specimens 4 Reinforcing per plans ICI n 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 El Concrete /Masonry Vibrated X n Yards Placed 3 Supplier Glacier NW X Method of Placement Chute ❑ Pump © Bucket mi Foreman notified of NCR items — RFI lI(S) N/A . RFI 4(S) issue date l`UA Soils have been approved n x ENGINEER ISSUING RFI: FIRM: Completed work complies with n N/A N/A specifications? IxI Holddowns ❑ C1P Anchors ❑ X Contractor: Marion Construction Inspection - &.Locations: _ _.. . . this th'e $:pipe.blacks_running.eastAn est:ai.center brittom.of tan Rebar is as per detail 1/S -14 except the top semi- circle bar is replaced by two strait #4 bars laid at an angle to for a "V" shape instead. With Dobies placed clearance is adequate. Nathan with Marion Construction is on hand for inspection. Reviewed . 4, ) p a Date: i og CC• Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Mike McKi1Gp Bob Brown, President BB /slj Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:39 06/02/06GMT -04 Pg 04-05 7409 SW Tech Center Dr. Ste. 145 31W"`r Tigard, OR. 97223 =Oucurr Ph: 503 -443 -3799 Fax: 503- 620 -2748 nres TINTING, INC DAILY FIELD REPORT FOR PROPRIETARY ANCHORS 503,1413.3799 Date. M Jurisdiction: city of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 • ATTN ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 OR City: Tigard State: Inspector: Tyler Scruggs Cert #: 43619 ACS JOB No.: 07 -1735 aCoucirete 1X Masonry r Continuous Periodic r YES NO N/A YES NO N/A Reviewed prior inspection reports? I I r RFI #(S) • 7 Epoxy Anchors? l^ [ 7 Completed work complies with approved plans? IX [- I Wedge Anchors? [ g 7 Installation complies with manufactures published instructions and evaluation report? X F Holes brushed and blown? Report left on •SITE;:.:: Holes clean and dry? Engineers Name providing RFI Previous non compliance items f I/‹ N/A inspected? Engineers Firm providing RFI Approved plans available? - N/A Titen Screws r INSPECTION: Per_detall 1aS3 , ,h Foreman notified of nonconformance �- -- items? 80 dowels em bedded into slab anchoring pipe saddles 8f sadtlles total Concrete/Masonry Strength 4000 PSI Hole Diameter 314 In. Embedment 4 in. Eval. Report # 5193 Exp.Date 1 2/08 Anchor Type #.4 bar Product Typc Hilti Hit Hy 150 CC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Date: Mike McKillip Reviewed �' �1 4V�� 6..2.68 Bob Brown, President • BB /slj Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:39 06102/08GMT -04 Pg 05 -05 • .P11.11.7' ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 41=.sciaTY Tigard, OR 97223 i.; Phone: 503 -443 -3799 Fax: 503 -620 -2748 rrawxc. mr 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Dat M :' a Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State :OR Inspector: David Brodkey Cert # :531983648 ACS JOB No.: 07 -1735 C on 'c ' ' Hi Lift Low Lift "r tee X Masonry 1 ❑ ❑ CONTINUOUS X PERIODIC YES NO N/A Reviewed prior inspection reports X n Spread Fts. 1 1 CDF 1 CMU — Approved Mix Design X — Grade Beam Walls Slab Footings Columns Pilaster Approved plans available X Til Panels Of tirLs e X Post Tension - ` Previous non compliance items inspected X Mix Design(s)# 1766 Req.Strength 4000 PSI Embeds per plans I g # Sets Casts 1 # Specimens 4 Reinforcing per plans X n n 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Ei Concrete/Masonry Vibrated X Yards Placed 10 Supplier Glacier NW 1 X Method of Placement Chute ❑ Pump p Bucket El Foreman notified of NCR items RFI S) See notes RFI #(s) issue date NIA Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with NIA N/A X specifications? 7 Holddowns ❑ CIP Anchors ❑ Contractor: Marion Construciton Inspection_ &_ Locations: Roof parapegcovering southeast half of roof inspected per sheet S5 and detail A56 of approved plans. Per previously issued RFI, galvanized stirrups extending from roof into parapet were replaced with epoxy coated bars. Also, weep holes were moved several inches higher than shown in plans to allow PVC pipe to pass between bottom and middle sets of continuous parallel bars. Cover between bars and PVC pipe was not possible due to size of pipes. To best of ACS_Representative's knowledge all rebar, spacing, labs, & cover (except at weep holes) was per specification. No issues at placement. No concrete placed on this date. Reviewed Ap a Date: ,..., CC Rob Murchison, Matt Afiyeh, Matt Hickey, Rick Bolen, Mike McKillip BB /slj Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 13:46 05/21/08GMT-04 Pg 02 -03 "? . ?u.e.r ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 C=nscaerc Tigard, OR 97223 mow.,' on.,, Phone: 503 -443 -3799 Fax: 503 - 620.2748 ,_. rerrI.co.IX& 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date : �May; ; 19 ' =' 2008'`, ! ;f Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 Co act ete X Masonry _ High Lift Low Lift Q CONTINUOUS PERIODIC M YES NO N/A Reviewed prior inspection reports I I Spread Fts. _ CDF CMU Approved Mix Design — Grade Beam n Walls Sla b; X X Footings I I Columns Pilaster Approved plans available X n ; I I 1 Post Tension 7 Tilt Panels n Other Previous non compliance items I�(I inspected I>_ <I Design(s)# N/A Req.Strength N/A PSI Embeds per plans — X # Sets Casts N/A # Specimens N/A Reinforcing per plans n 7 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated n X Yards Placed N/A Supplier NIA — Method of Placement Chute ❑ Pump II Bucket [21 F — Foreman notified of NCR items - _ RFI #(g) N/A RFI #(S) issue date N/A Soils have been approved I I X ENGINEER ISSUING RFL• FIRM: Completed work complies with N/A specifications? X I I I n I Holddowns ❑ CIP Anchors ❑ U Contractor: Marion Inspection & Locations: This is for last roof pour at northeast comer. Reinforcement as per plan. Bar needs to be tied in some areas where loose. Added bar under roof vents needs to be extended to edge of slab and to column strips. Ward with Marion will handle. Clarification on this last issue is provided by Mike with MSA. No concrete placed on this date. Reviewed .c0 � Date: 5.....2./..,43 CC• Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Mike McKillip BB /slj Bob Brown, President • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:45 05/14 /08GMT-04 Pg 02 -02 ru,,cr ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 <=0SC6l7L Tigard, OR 97223 U ! Phone: 503 -443 -3799 Fax: 503 - 620 -2748 cime vo AVM 503.943.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Dat Cr+ 0Q$ ": jtiJurisdicti City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 Concrete�X Masonry High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC X YES NO N/A • Reviewed prior inspection reports n x Spread Fts. CDF CMU Approved Mix Design Grade Beam [7 Walls •;Slab X X Pilaster I I Footings Columns Approved plans available X 1 1 ❑ Previous non compliance items Post Tension n Tilt Panels n Other inspected X Mix Desi n s # NIA N/A PSI 9 () Req.Strength Embeds per plans X # Sets Casts N/A # Specimens N/A Reinforcing per plans X 6X12 El Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated X Yards Placed N/A Supplier N/A X ❑ — Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items A RFI #(S) iss date RFI #(S) NIA Soils have been approved F 1 IXI ENGINEER ISSUING RFI: FIRM: Completed work complies with X N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ X Contractor: Marion Inspection & Locations: This is for(3r �o of+poy�; southeast comer). Reinforcing as per drawings with following exceptions: 1) missing #6 bar at east most run, 2) diag nal hatch bars must be placed below mat, 3) missing corner verticals in hatch form work, 4) column reinforcing top hook must be bent below plane of top mat, 5) extra #6 bars must be added along radius to fill in any gaps. Otherwise adequate clearance & spacing provided. No concrete placed on this date. • Reviewed Date :',, //�� cc: Rob Murchison, Matt Afryeh, Matt Hickey, Rick Bolen, Mike McKillip BBlslj Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05/08/08GMT-04 Pg 08 -09 MALT ACS Testing, Inc d 7409 SW Tech Center Dr., Suite 145 ,,,,, Tigard, OR 97223 rE.•T2NG, /,.•t, Phone: 503 -443 -3799 Fax: 503 - 620 -2748 503.443.3799 CITY OF TIGARD ATTN ROB MURCHISON, PE 13125 SW HALL BLVD TIGARD OR 97233 DAILY FIELD INSPECTION REPORT PROJECT: 3.0 MG Reservoir #2 ADDRESS: Bull Mountain Road, Tigard, OR DATE: 05 -06 -08 PERMIT #: BUP 2007 -00437 PROJECT #: 07 -1735 CO1 INSPECTOR: Michael Willis An ACS Representative was on site to observe the placement of epoxy into the post tension tendons #' s 68 thru 132. Sakrete pea gravel was used as filler at the top of the tendon where the metal cap extended thru the top deck. Pea gravel was filled to the top of the 1 1 /4" threaded rod. JEFFCO 3142 blue dye along the JEFFCO 1308 NC was used as the cpoxy to fill the holes, pumped from the bottom of the wall to the top of the wall. A total of 64 holes were filled. NOTE: All work noted above is per the job specifications and required codes. No items are in non - compliance at this time. Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed by: Bob Brown, President BBislj CC: Rob Murchison, Matt Ativeh, Matt Hickey, Rick Bolen, Mike McKillip Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05 /08 /08GMT -04 Pg 09 -09 s.�.I.r ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 1go'_0scxhrc Tigard, OR 97223 „I„ Phone: 503 -443 -3799 Fax: 503 -620 -2748 TENTING. I.\1' 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE , Q r r. Jurisdiction: Dat S;>2008i,.. City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: Mark Powell Cert #: COP710 ACS JOB No.: 07 -1735 ,COI1cTetj X Masonry High Lift ❑ Low Lift ❑ CONTINUOUS X PERIODIC n YES NO N/A Reviewed prior inspection reports X Spread Fts. n CDF CMU Approved Mix Design X Grade Beam — ,W X Slab — xI Footings Columns Pilaster Approved plans available ICI Post Tension n Tilt Panels Other Previous non compliance items n inspected I X Mix Design(s)# N/A Req.Strength N/A PSI Embeds per plans n X # Sets Casts N/A # Specimens N/A Reinforcing per plans X 6X12 U Grout ❑ Mortar ❑ Prism ❑ 4X8 U Concrete /Masonry Vibrated IXI Yards Placed N/A Supplier N/A X Method of Placement Chute El Pump ❑ Bucket ❑ Foreman notified of NCR items RFI #(S) N/A RFI #(S) issue date NIA Soils have been approved X FIRM: ENGINEER ISSUING RFI: Completed work complies with N/A N/A specifications? 1 n Holddowns ❑ CIP Anchors © X LJ Contractor. Emery & Sons i Inspection & Locations: Monitored stressing of 1 1/4" diameter Dywidag bars at tank walls on southwest to northeast side of tank. Bars #66 thru #130. See DYK report for elongations. Jack gauge & ram match calibration report. Reviewed p as k Date: 5-- $ Jn f3 cc: Rob Murchison, MattAtiyeh, Matt Hickey, Rick Bolen, Mike McKillip BB/sljj Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:23 05/01/08GMT -04 Pg 02 -02 1111.11.r ACS Testing, Inc O. +CBCTL 7409 SW Tech Center Dr Suite 145 Tigard, OR 97223 4 'V:q..` ` (>n ", Phone: 503- 443 -3799 Fax: 503 -620 -2748 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date:_Atir 240 °urisdiction: C ity of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 1 � oricre t e~ X Masonry High Lift Law Lift ❑ CONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports X Spread Fts. CDF CMU — Approved Mix Design X Grade Beam I Walls — Slab Footing X Columns Pilaster Approved plans available X' '" Post Tension lilt Panels Other ri Previous non compliance items inspected X Mix Design(s)# N/A Req.Strength N/A P51 Embeds per plans I I X # Sets Casts N/A # Specimens NIA Reinforcing per plans X In n 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated X I I Yards Placed N/A Supplier NIA IX' Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items N/A R F[�s� is sue date RFI #(S) N/A Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with � N/A N/A specifications? lXl Holddowns ❑ CIP Anchors ❑ L_ J X Contractor. Marion Inspection & Location s: This is for S irigle:9" 13' ng along east wall. Reinforcing per plan with adequate clearance. No other issues. No concrete placed this date. Reviewed .ey� ow- Date: 6-,/,,69? cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen, Mike McKillip aaisg Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04/25/08GMT -04 Pg 10 -10 rrnacr ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 4g1=UNCRErE Tigard, OR 97223 „ Phone: 503 -443 -3799 Fax: 503 -620 -2748 TENTING, INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date:� 2008' Ju ri s d ic t i on: City of Tigard CITY OF TIGARD Permit#: or DFS 07920 ATTN: ROB MURCHISON, PE Project Name: 0 MG Reser0ir; #2,,;* 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: darius Ontiveros Cert #:41397 ACS JOB No.: oncrete . ,X Masonry High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC n YES NO N/A Reviewed prior inspection reports X Spread Fts. CDF U CMU — Approved Mix Design I I �l Grade Beam _ Walls�s X Slab I� I�\I - Pilaster n Footings Columns_ X I f Approved plans available X I I Post Tension Tilt Panels Other Previous non compliance items n inspected I X Mix Design(s)# N/A Req.Strength N/A PSI Embeds per plans n X. # Sets Casts N/A # Specimens N/A Reinforcing per plans ICI 6X12 ❑ Grout ❑ Mortar L} Prism ❑ 4X8 ❑ Concrete/Masonry Vibrated 15 Yards Placed N/A Supplier NA Method of Placement Chute ❑ Pump ❑ Bucket El Foreman notified of NCR items RFI N/A RFI 4(S) issue date NA Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with X N/A N/A specifications? Holddowns El CIP Anchors © X Contractor. Marion Inspection & Locations: *07- 1735 -CO This is for ,final wall.pourif Reinforcing as per plan. Except for inside bar of lower beam cross tied to wrong bar at south corner splice. No shims in place at time of inspection. Several splices still need to be wire tied prior to pour. Adequate clearance provided for cover. Splices of correct length. Reviewed 1 Date: cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen r 0 AAA-, 2 /.45.08 Bob Brown, President BB /slj Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 18:10 04/28108GMT -04 Pg 02 -02 nrN.ur ACS Testing, Inc �rm�•catire 7409 SW Tech Center Dr Suite 145 Tigard, OR 97223 unv Phone: 503 -443 -3799 Fax: 503-620-2748 reansc. INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date: 'pr�22;.20QB ' «- ±Ju risdic1ion• City of Tigard • CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 Concrete X Masonry High Lift ❑ Low Lift CONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports 1 1 IXI Spread Fts. CDF n CMU Approved Mix Design Grade Beam n Walls u Slab"-'; x F IXI X Pilaster — X • l o ting I Gol mu n "s" Approved plans available IX] n n n Post Tension n Tilt Panels Other Previous non compliance items inspected Xi s Mix Desi n # N/A N/A PSI _ 9 () Req.Strength Embeds per plans 1 1 Ti X # Sets Casts N/A # Specimens NIA Reinforcing per plans X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated ' IXI Yards Placed N/A Supplier N/A Method of Placement Chute ❑ Pump ❑ Bucket 11 Foreman notified of NCR items X RFI #(S) N/A RFI #(S) issue date NIA Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with X n N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ X Contractor: Marion Inspection & Locations: This is forr2nd.roof;pour (NW sector). Reinforcement as per plan. SW comer will have splice lengths increased. Top mat bars will bktied'off Four footings will be inspected prior to pour. Bottom bars of curb wall will be moved out of slab pour. Engineer okays stirrup placement along east edge (no issue): Chairs placed along circumference to allow for coverage. Mike with MSA on hand for inspection. Reviewed ,¢Ah Date: 7 „74 CC' Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen BBVsg Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:50 04/18/08GMT-04 Pg 02 -02 ..PNAf.7 ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 �neessc Tigard, OR 97223 ,,,,,, Phone: 503 -443 -3799 Fax: 503- 620 -2748 rC511S4. INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date:�APt 46r2 Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 oncrete Masonry High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports © Spread Fts. CDF CMU Approved Mix Design Grade Beam I Walls SI b X Footings �11 Columns Pilaster Approved plans available X • — Post Tension Tilt Panels n Other Previous non compliance items I u I"I inspected Mix Design(s)# N/A Req.Strength NIA PSI Embeds per plans X # Sets Casts N/ A # Specimens N/A Reinforcing per plans X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 El Concrete /Masonry Vibrated n — IXI Yards Placed N/A Supplier NIA X Method of Placement Chute ❑ Pump ❑ Bucket El Foreman notified of NCR items RFI #(S) N/A RFI #(S) issue date N/A Soils have been approved n ENGINEER ISSUING RFI: FIRM: Completed work complies with X N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ 1 X Contractor. Marion Inspection & Locations: This is for the frst.of four.roof slab potirspeinforcement is as per plan call outs (1 /S). The only change is at the perimeter tie -in where the n`u mber'oY#6 - bars was - reduced 18 to 14 to allow for spacing issues. No RFI was provided. This is per MSA Engineer (Mike). Adequate concrete coverage clearance provided. No concrete placed on this dated. Reviewed p- Date: �/✓ j g tr7f, cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen tijk Bob Brown, President BB /slj Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 13:39 04115/08GMT -04 Pg 05 -05 7409 SW Tech Center Dr: Ste. 145 ( Tigard, OR 97223 Ph: 503 -443 -3799 Fax:503- 620 -2748 c. ar. DAILY FIELD REPORT FOR STRUCTURAL STEEL DatApr 112Q08: «:�� J City of Portland Permit#: or DFS 07- 184849 -CO WARD HENSHAW CONST. Project Name: 3.0 MG Reservoir W Slope -WHC PO BOX 950 Project Address: 1810 SW 61st Drive CANBY OR 97013 City: Portland State: OR Inspector: Shane Blackwell Cert #: COP810 ACS JOB No.: 08 -1894 .S -Dl'A D1.4 r' D1.3 D1.5 r CONTINUOUS PERIODIC YES NO N/A YES NO N/A r Completed work complies with specifications? Reviewed prior inspection reports? �I r x I r — r Deck welding r T. Electrodes meet specifications? I Ix I I In Material reports randomly reviewed Report left on SITE -< 1/ FAB SHOP f and found to meet specifications? F r �, Flare 7 Full/Partial n Fillet T Multi- Fillet Assembly of weld joints meets requirements? I/\ RFI #(S) N/A RFI(S) Attached r YES I NO X Fabrication and QC plan available? 1^ I ` Welders Name: Studs checked for size, location and r Tim Piryila #4298 quality? I Welder certification and procedures /7 I Fab Shop : N/A acceptable. Volts /Amps monitored per weld INSPECTION: procedures? 7 7 I E6011 root pass with E7018 cover passes. Brace Frames Moment X 2 0" diameter pipe to flange connection. ells visually;-) cceptable:$ , Previous non compliance items r Weld process: SMAW. inspected? 1 I I^ Approved plans available? { I I5 Bolts: A325 7 A490 7 A307 r- r- r 15 Foreman notified of nonconformance items? [ (u Reviewed � �� Date: CC' Jerry Arnold, Donald Hall, Fulgence Bugingo, PE, BB /slj Bob Brown/President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:10 04/09/08GMT -04 Pg 02 -03 r,, .,.r ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 411=ON` "ETE Tigard, OR 97223 OILS Phone: 503- 443 -3799 Fax: 503 -620 -2748 resnxG, rac 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE • Dat Apr.�820 ; Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 r one er e n Masonry High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports © Spread Fts. I I CDF CMU n Grade Beam ❑ JNal1J X Slab Approved Mix Design X Pilaster --------- i g n Columns; X Approved plans available X Post Tension Tilt Panels Other Previous non compliance items — n X inspected Mix Design(s)# N/A Req.Strength N/A P5I Embeds per plans ❑ n X # Sets Casts N/A # Specimens N/A Reinforcing per plans X n ❑ 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete /Masonry Vibrated 1 ICI Yards Placed N/A Supplier NIA IXI Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items RFT #(S) — N/A RFT #(S) issue date NA - Soils have been approved �X ENGINEER ISSUING RFI: FIRM: Completed work complies with N/A N/A specifications? X Holddowns ❑ CIP Anchors ❑ X ❑ Contractor: Marion Inspection & Locations: This is for wall pour #10; 1 footing; 4 columns. Reinforcing is as per S8 for wall; 5/S11 for columns; 3/S11 for footing. Adequate clearance provided for coverage. Lap splices are within tolerance. Reviewed Date: cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen � L /- 9- oc T38r Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 m'" 'servoir (15036243681) 17:10 04109r ' MT-04 Pg 03 -03 SPIV LT ACS Testing, Inc 411=OSCRSTS 7409 SW Tech Center Dr., Suite 145 OILS Tigard, OR 97223 TESTING. INC Phone: 503-443-3799 Fax: 503 -620 -2748 503.443.3799 CITY OF TIGARD ATTN ROB MURCHISON, PE 13125 SW HALL BLVD TIGARD OR 97233 DAILY FIELD INSPECTION REPORT PROJECT: 3.0 MG Reservoir #2 ADDRESS: Bull Mountain Road, Tigard, OR DATE: 04 -07 -08 PERMIT #: BUP 2007 -00437 PROJECT #: 07 -1735 INSPECTOR: Darius Ontiveros An ACS Representative was on site to observe the thread bar tensioning along west half of reservoir. Per 12- 03-07 vertical pre - stressing document provide by DYK, Inc., 137.3K = 2.9K of force provides .88" of elongation. These items are measured and recorded by a Soltek prime line hydraulic ram with graph paper. Ram Calibration sheet provided by DYK. Review graphics for exact force and elongation values. 45 of 68 thread bars stressed today without incident. NOTE: All work noted above is per the job specifications and required codes. No items are in non - compliance at this time. Our reports pertain to the material tested or inspected only. Information contained herein is not to be reproduced except in full, without prior written authorization from this office. Reviewed by:'" Bob Brown, President BB/slj CC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:23 04/02/08GMT-04 Pg 02 -06 sru.u.r ACS Testing, Inc 7409 SW Tech Center Dr Suitc 145 "0 '�` " AYb Tigard, OR 97223 ou..• Phone: 503 -443 -3799 Fax: 503 -620 -2748 TESTIS°. IXt 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date; ' Apr ,2008 Jurisdiction: City of Tigard CITY OF TIGARD Permit #: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 • 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard Sfate:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 �CTC -___, X Masonry High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports X Spread Fts. 1 1 CDF n CMU U Grade Beam Walls ? • Slab Approved Mix Design X _ Footings xi olumns° X Pilaster ❑ Approved plans available ICI Previous non compliance items Post Tension Titt Panels Other inspected ❑ X Mix Design(s)# N/A Req.Strength N/A PSI Embeds per plans n X # Sets Casts N/A # Specimens N/A Reinforcing per plans I5I 1 1 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated n n x Yards Placed N/A Supplier N/A an notified of NCR items X Method of Placement Chute ❑ Pump ❑ Bucket [1] Forem _... RFI !I(S) N/A RFT. issue date -. NIA Soils have been approved n X ENGINEER ISSUING RFI: FIRM: Completed work complies with X n N/A N/A specifications? Holddowns ❑ CIP Anchors IN X Contractor: Marion Inspection & Locations: This is for wall pour #9, as well as 4 footings and 1 column. Reinforcement as per drawings 1/S8 & 5/S11. Adequate clearance for coverage provided. No concrete placed on this date. Reviewed ,y�� - Date: ` j 2 OE cc Rob am Murchison, Matt Atiyeh, Matt Hickey, Ride Bolen �r00 - BB/slj Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:52 03/31/08GMT-04 Pg 07 -07 MALI ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 42=0DCRETE Tigard, OR 97223 ons Phone: 503 -443 -3799 Fax: 503 -620 -2748 TESTING, INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date: Mac 25; .2008 ` urisdiction• City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 Concrete - Masonry High Lift ❑ Low utt ❑ CONTINUOUS j PERIODIC X YES NO N/A Reviewed prior inspection reports n X Spread Fts. CDF CMU � Grade Beam I I Walls •, . . X Slab Approved Mix Design n ICI — o01 s,<< X olu Cmns: jXX Pilaster Approved plans available 1X1 y Post Tension Tilt Panels Other Previous non compliance items X inspected — Mix Design(s)# N/A Req.Strength N/A PSI Embeds per plans _ X # Sets Casts N/A # Specimens N/A Reinforcing per plans Inl _ ji 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated X Yards Placed N/A Supplier N/A ,. Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items V \I Soils have been approved n X ENGINEER ISSUING RFI: FIRM: Completed work complies with X N/A N/A specifications? Holddowns ❑ CIP Anchors n IX Contractor: Marion Inspection & Locations: This is for wall pour #8. Reinforcing is as per drawing 11S8. Column reinforcing is as per 5/S11. Splices & clearances are within tolerances. No other issues with reinforcing. (1) footing will be inspected prior to pour. No concrete placed on this date. Reviewed o Date G in cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen ss/sg Bob Brown, President Fm:(503)6 2 4 CS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 14:32 03/26/08GMT -04 Pg 02 -03 =u. , r ACS Testing, Inc �'` 7409 SW Tech Center Dr Suite 145 =,,•terse Tigard, OR 97223 may, :_ ,,,.,• Phone: 503-443-3799 Fax: 503-620-2748 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date Mr:245 Jurisdiction: . City of Tigard CITY OF TIGARD • Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: David Brodkey Cert #: 42004 ACS JOB No.: 07 -1735 Coin Masonry High Lift Li Low Lift ❑ CONTINUOUS X PERIODIC YES NO N/A Reviewed prior inspection reports X Spread Fts. I CDF — CMU n Grade Beam Walls Slab n Approved Mix Design Ixl — _ Foot ngs ;, ,e X Columns Pilaster Approved plans available hl � Post Tension Tilt Panels I Other Previous non compliance items — inspected 1 1 I n 1 X 1765 Mix Design(s)# Req.Strength 5000 PSI Embeds per plans n X # Sets Casts 2 # Specimens 10,(2 X 5) Reinforcing per plans X 1 1 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete/Masonry Vibrated X n r 1 Yards Placed 53 Glacier Supplier Method of Placement Chute ❑ Pump © Bucket ❑ Foreman notified of NCR items F [ 1 N/A RFI #(S) i ssue date RFI #(s> NA Soils have been approved U II X ENGINEER ISSUING RFI: FIRM: . Completed work complies with 1 N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ X Contractor: Marion Construction Inspection & Locations: 3 column footings (poured 3/24), 1 rectangular and 2 square, inspected per Sheet S11 of approved plans. To the best of ACS representative's knowledge. all rebar was installed according to specifications. Footings and 5 columns and wall section 7 poured on this day. Columns and wall section inspected on 3/21. Reviewed Date: cc: Rob Murchison, Matt Atiyeh. Matt Hickey, Rick Bolen BBlsms Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:24 03l25108GMT -04 Pg 02 -02 rn.lLt ACS Testing, Inc @ 7409 SW Tech Center Dr Suite 145 le=aNCRISTC Tigard, OR 97223 _ Phone: 503-443-3799 Fax: 503 -620 -2748 ' mom 4, /•T 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date: SMar;21';2008 ,,A Jurisdiction City of Tigard CITY OF TIGARD Permit#: or DFS 07920 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City:Tigard State:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 oncrete ) Masonry Hi Lift Low Lift � �X� ason r ❑ ❑ CONTINUOUS PERIODIC h l YES NO N/A Reviewed prior inspection reports n x Spread Fts. CDF CMU Approved Mix Design Grade Beam 1 1 alls`1 X Slab F oot ni gs x C ol u mnsr y X , Pilaster Approved plans available n X . Post Tension n Tilt Panels Other n Previous non compliance items n inspected I ( 1 X Mix Design(s)# N/A Req.Strength N/A PSI . Embeds per plans n n Inl # Sets Casts N/A # Specimens N/A Reinforcing per plans X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated U I3I Yards Placed NIA Supplier NIA X1 Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items ��) N/A R FI # (s> is sue date RFI #(s) NIA Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with X N/A N/A specifications? 1 Holddowns El CIP Anchors © X Contractor. Marion Inspection & Locations: This is for Wall Pour #7 and associated footings and columns. Reinforcing is as per Plan Drawing 1158 and 5/S11. Adequate clearance is provided for coverage. Lap splices are nominal throughout. No other issues. Reviewed eA Date: 5 , ,f 7 Og Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen BI3/sms Bob Brown, President "7 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:17 03/19/08GMT-04 Pg 03 -03 ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 � f „kF7t Tigard; OR 97223 Phone: 503 -443 -3799 Fax:503- 620 -2748 IMMO, INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE DateMar:18 )Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS BUP 2007 -00437 ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: David Brodkey Cert #: 42004 . ACS JOB No.: 07 -1735 Conc e n Masonry High Lift — Low Lift. ❑ CONTINUOUS X PERIODIC YES NO N/A Reviewed prior inspection reports Inl Spread Fts. ! CDF CMU Approved Mix Design Grade Beam r 1Nal(s'.. X Slab I I _ X Footings r "X Column `• X Pilaster Approved plans available X I Post Tens ❑ Tilt Panels Other • Previous non compliance items n n IXI inspected . I 1 I , Mix Design(s)# 1765 Req.Strength 5000 PSI Embeds per plans . I X # Sets Casts 1 # Specimens 5 Reinforcing per plans I ❑ 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete /Masonry Vibrated I5I ni Yards Placed 10 Supplier Glacier � Method of Placement Chute ❑ Pump ❑ Bucket mi 1 Foreman notified of NCR items 1 1 F RFI 4(S) N/A RFI #(S) issue date N/A Soils have been approved I X ENGINEER ISSUING RFI: FIRM: • Completed work complies with NIA N/A specifications? • Holddowns ❑ CIP Anchors © IX I Contractor. Marion Construction Inspection & Locations: 6th wall pour section, 1 column footing (rectangular footing with quadrant, S -end), 7 columns (2 placed on 3/18, 5 on 3/19) inspected per Sheets S7 and S11 of approved plans. Footing and 2 columns placed on 3/18. Wall and 5 columns to be poured on 3/19. To the best of ACS representative's knowledge, all rebar types, spacing, laps, and clearances were installed according to specifications. No issues with placement. • Reviewed ,p.- p- Date: l .ee cb Murchison, Matt Atiyeh. Matt Hickey, Rick Bolen aA Beisms Bob Brown, President �! • • • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:17 03/19/08GMT-04 Pg 02 -03 rx. r ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 �'` "'T Tigard, OR 97223 MO Phone: 503 -443 -3799 Fax: 503-620-2748 rariNG, I.v. 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Datee;Ma Jurisdiction: City of Tigard CITY OF TIGARD Permit or DFS N/A ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 oncrete X Masonry n High Lift 0 Low Lift LJ r -' CONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports In n X Spread Fts. CDF CMU Approved Mix Design Grade Beam n �• .,�. 4Nalls:'� Slab I X j .- ICI G hmitis --gin Pilaster l.' tFooting$ Approved plans available X ❑ — Post Tension n Tilt Panels Other I l Previous non compliance items inspected ❑ ❑ X Mix Design(s)# N/A Req.Strength NIA PSI Embeds per plans [Xl # Sets Casts N/A # Specimens NIA Reinforcing per plans X 6X12 El Grout ❑ Mortar ❑ Prism El 4X8 ❑ Concrete /Masonry Vibrated IXl Yards Placed N/A Supplier NIA Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items IXI RFI s) N/A RFI u(s) issue date N/A Soils have been approved X ENGINEER ISSUING RFI: FIRM: • Completed work complies with ' N/A N/A specifications? X u Holddowns ❑ CIP Anchors © X n Contractor: Marion (Emery & Sons) Inspection & Locations: This is for the 5th wall pour and 5 columns and 6 footings. Wall - 1) Outer horizontal #4 bar at 7 -foot level must be tied to crossmembers. 2) 12' 6" vertical at S end must be repositioned to allow for concrete cover. 3) Outside horizontal #4 bar at 2 -foot level (N splice) must be bent in line with parallel bars. 4) Place all shims. Columns - No is Will be centered at time of pour. Footings - 9' x 13' footing must have top perimeter bars placed inside seismic hook of stirrup. Water must be removed prior to pouring concrete. Balance of footing will be checked prior to pour. No concrete placed on this date. Reviewed ,p t p.-a Date:3 l�,e'cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen y 0 I GUl doff-- . BB/sms 'Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:05 03107108GMT -05 Pg 02-04 ■e ACS Testing, Inc ate: �.'�RE�E 7409 SW Tech Center Dr Suite 145 Tigard, OR 97223 OMA Phone: 503-443-3799 Fax: 503- 620 -2748 1't'A 7L'U. IXC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date0V1 2Q0 8 Jurisdiction: City of Tigard CITY OF TIGARD Pcrmit#: or DFS ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road . TIGARD OR 97223 City:Tigard State:OR Inspector: Darius Ontiveros Cert # :41397 ACS JOB No.: 07 -1735 'Concrete' ret X Masonry High Lift ❑ Low Lift OONTINUOUS PERIODIC X YES NO N/A Reviewed prior inspection reports U X Spread Fts. CDF CMU 1 Approved Mix Design — X Grade Beam n r ^IValls - Slab — �oo tirigs' x � Co{uir i ri s X Pilaster Approved plans available Inl n Post Tension Tilt Panels n Other I I Previous non compliance items inspected I X Mix Design(s)# N/A Req.Strength N/A PS1 Embeds per plans I I L_._....1 X # Sets Casts N/A # Specimens NIA Reinforcing per plans X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated X Yards Placed N/A Supplier N/A X Method of Placement Chute Pump Bucket ❑ Foreman notified of NCR items — RFI(s) WA sFr #(S) issue date NIA Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with N/A N/A specifications? IXI Holddowns ❑ CIP Anchors © X Contractor: Marion (Emery & Sons) Inspection & Locations: This is for the third wall pour. Reinforcing is as per plan Drawing 1/S7. Five column footings and 5 columns are as per Drawing 5/S11. Adequate clearance is provided. No issues with placement. Reviewed �y. Date: 6 cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen laA OWL.- BB/sms Bob Brown, President • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:01 03/04/08GMT -05 Pg 02-02 on T ACS Testing, Inc 7409 SW Tech Center Dr Suite 145 41=ONCRETE Tigard, OR 97223 . Phone: 503 -443 -3799 Fax: 503-620-2748 TESTING. WC • 503.443.3299 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE DateLFe0°, `20 Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS N/A ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 on fete Masonry Hi Lift Low Lift r Y ❑ ❑ CONTINUOUS n PERIODIC X YES NO N/A Reviewed prior inspection reports n x Spread Fts. CDF CMU Approved Mix Design — x Grade Beam 1 '; ; X Slab Footings.: X r X Pilaster Approved plans available X r Post Tension Tilt Panels Other Previous non compliance items X inspected Mix Design(s)# N/A Req.Strength N/A P51 Embeds per plans X n 1 # Sets Casts N/A # Specimens NIA Reinforcing per plans X n 6X12 ❑ Grout El Mortar ❑ Prism ❑ 4X8 ❑ Concrete /Masonry Vibrated n lx1 Yards Placed NIA WA • Method of Placement Chute ❑ Pump ❑ Bucket ❑ Foreman notified of NCR items RFI k(s) N/A RFI k(S) issue date N/A Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with X 1 N/A N/A specifications? — Holddowns ❑ CIP Anchors © X n — Contractor. Marion (Emery & Sons) Inspection & Locations: This is for Wall Pour Section #8. Also for 5 columns and 3 footings for columns. The following items will be rechecked by Mike with MSA. West end vertical 12'6" bar will be moved to allow for concrete cover and tied to existing hairpin. East end vertical will be added and tied to existing hairpin. Missing hairpins will be placed. Horizontal bars inside hairpins will be placed. Columns and footings will be finalized on the day of the pour. No concrete placed on this date. Reviewed ,�.� Date: „ of ^( � cC: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolan seisms Bob Brown, President (( • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG. Reservoir #2 (15036243681) 17:07 02/29 /08GMT -05 Pg 02 -02 . vnal. r ACS Testing, Inc 7409 S OR c Center Dr Suite 145 Tigard, Phone: 503- 443 -3799 Fax: 503 -620 -2748 ^ " TE 71A'G. INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date'Feb26,;�2008? Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 • 13125 SW HALL BLVD. Project Address: Bull Mountain Road TIGARD OR 97223 City :Tigard Statc:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 • rciinCritel X Masonry High Lift ❑ Low Lift CONTINUOUS n PERIODIC X YES NO N/A — Reviewed prior inspection reports I X Spread Fts. CDF CMU Approved Mix Design Grade Beam • Slab °Wa11s Inl X / Pilaster FOotingS ' X Columns •% X Approved plans available X ri Post Tension Tilt Panels Other Previous non compliance items inspected X Mix Design(s)# I Req.Strength N/A PSI Embeds per plans n X # Sets Casts N/A # Specimens WA Reinforcing per plans X I I 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete/Masonry Vibrated U hI Yards Placed N/A Supplier N/A X I I Method of Placement Chute ❑ Pump ❑ Bucket El Foreman notified of NCR items RFI Ii(S) NIA RFI ti(S) issue date NIA Soils have been approved X ENGINEER ISSUING RFI: FIRM: Completed work complies with I f N/A N/A specifications? Holddowns ❑ CIP Anchors © (� X I 1 Contractor: Marion (Emery & Sons) Inspection & Locations: This is for first wall section, 5 column footings, and 5 columns. Rebar is as per plan drawings 1 and 4/S7. Wall Section: clearances and spacing adequate. Forms in place at inspection. Column Footings: Dobies must be adjusted to allow for adequate coverage around perimeters of footings. Spacing is adequate. Columns: area around bars must be chipped out to allow for concrete cover. Bar spacing is adequate. Forms are not in place at time of inspection. No concrete placed on this date. Reviewed e Date: ` 7 o Rob Murchison, Matt-Atiyeh, Matt Hickey, Rick eaten Bob Brown, President BB Isms Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 18:49 02122i108GMT -05 Pg 02 -03 ,p „ „ ACS Testing, Inc ¢�:o cRnrr. 7409 SW Tech Center Dr Suite 145 Tigard, OR 97223 I N - Mls Phone: 503-443-3799 Fax: 503.620 -2748 , 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date:” Feb 20; 2008,, , .Jurisdiction• City of Tigard CITY OF TIGARD Permit#: or DFS ATTN: ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD. Project Address: Bull Mountain Road ' TIGARD OR 97223 City :Tigard State:OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 . Con ete X Masonry High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC X YES NO N/A • Reviewed prior inspection reports I I - X S pread,Fts',- X CDF r 1 CMU U Approved Mix Design Grade Beam LJ Walls 1 Slab X Footings 'Coluimis/1 I�l Pilaster n �� Approved plans available X Tilt Panels Other I 1 Post Tension Previous non compliance items I I X inspected Mix Desi n s # 0765 5000 PSI 9 �) Req.Strength Embeds per plans X # Sets Casts 12 # Specimens 60 Reinforcing per plans X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete /Masonry Vibrated IXI Yards Placed 330 Supplier Glacier I I X Method of Placement Chute ❑ Pump © Bucket ❑ Foreman notified of NCR items . X RFI #(S) N/A RFI #(S) issue date N/A . Soils have been approved /� ENGINEER ISSUING RFI: FIRM: Completed work complies with XI — N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ X Contractor. Salem Concrete • Inspection & Locations: This is for the 5 square footing boxes along the northwest portion of the slab. Reinforcement is as per Drawing 5/S11. Adequate clearance is provided. Reviewed Q- `se) Date:g_meg CC: Rob Murchison, Matt Atiyeh, Matt Hickey Rick Bolen I an owl— BB/sms Bob Brown, President . Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 18:49 02/22l08GMT -05 Pg 03 -03 ,,,,, ACS Testing, Inc i�ss'o,ccaerc 7409 SW Tech Center Dr Suite 145 Tigard, OR 97223 ,,,,S Phone:503 -443 -3799 Fax: 503 -620 -2748 ICS n.e :. i.ec 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY /CONCRETE Date:? _1g' ?QP l Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS ATTN ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 City: Tigard State: OR Inspector: Darius Ontiveros Cert #:41397 ACS JOB No.: 07 -1735 • on @tC Masonry I High Lift ❑ Low Lift ❑ CONTINUOUS 1 1 PERIODIC n YES NO N/A Reviewed prior inspection reports X Spread Fts. CDF CMU � Grade Beam Li Walls ': ,:,,Sfab,-; Approved Mix Design n Foottngs, X Columns Pilaster Approved plans available X 1 I Post Tension Tilt Panels Other Previous non compliance items inspected — X Mix Design(s)# 0765 Req.Strength 5000 PSI Embeds per plans I I X # Sets Casts 12 # Specimens 60 Reinforcing per plans X 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete /Masonry Vibrated I 1 X Yards Placed 330 Supplier Glacier IXI — ^ Method of Placement Chute ❑ Pump © Bucket ❑ Foreman notified of NCR items l RFI #(s) N/A RF1 #(S) isuue date N/A Soils have been approved IJ IXI ENGINEER ISSUING RFI: FIRM: Completed work complies with � N/A N/A specifications? 1A1 • Holddowns ❑ CIP Anchors © X • Contractor. Salem Concrete Inspection & Locations: This is for the southeast half of the reservoir slab and footing. For slab: Top and bottom mats in place at approximately 8" on center; radius 121 of 121 pieces in place; diameter 241 of 242 bars in place. Adequate clearance provided. For columns: all columns have bar per 5/S11. However, on diagonal rectangular columns, extra bars do not all extend past rectangular form. For perimeter footing: all steel is in place, as per 1/87, Splices appear adequate. However, spacing of bars is marginal in some areas, but the steel is there, as per plan. Reviewed p� Date: y2' D cc• Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen r Q I tiAnAA— Bob Brown, President BB /sms • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:38 02104/08GMT -05 Pg 02-02 'MUT ACS Testing, In 7409 SW Tech Center Dr Suite 145 41=0.VGRr.TR Tigard, OR 97223 ru Phone: 503 -443 -3799 Fax: 503 -620 -2748 TESTING. INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL MASONRY/CONCRETE Date•, an 30; nJnrisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS N/A ATTN ROB MURCHISON, PE Project Name: 3.0 MG Reservoir #2 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 City: Tigard State: OR Inspector: Darius Ontiveros/Mark Powell Cert #: COP710 ACS JOB No.: 07 -1735 Coincrete Masonry Hi g h L i ft Low Lift � I 1 ❑ ❑ CONTINUOUS — PERIODIC X YES NO N/A Reviewed prior inspection reports I _ U Spread Fts. 1 1 CDF 1 CMU Grade Beam 1 1 Wails Approved Mix Design fvt ° r 1 Footings 151( • Columns 17 Pilaster Approved plans available . ICI n n — n Post Tension Tilt Panels Other Previous non compliance items — 1 • n inspected Mix Design(s)# N/A Req.Strength N/A PSI Embeds per plans , X # Sets Casts wA # Specimens NIA Reinforcing per plans 151( I1 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 ❑ Concrete/Masonry Vibrated [ ] - ] U Yards Placed N/A Supplier NIA r -, n Method of Placement Chute ❑ Pump ❑ Bucket (� Foreman notified of NCR items RFI #(S) N/A RFI #(s) isuue date NI A Soils have been approved 1 I 1X ENGINEER ISSUING RFI: FIRM: Completed work complies with ' I N/A N/A specifications? 1SCI u - Holddowns ❑ CIP Anchors ❑ 1 In1 Contractor Marion (Emery & Sons) Ins • ection & Locations: This is for the slab & wall footings for the north half of the structure. Floor slab reinforcing is as per floor note #2/S -1. Column footing reinforcement is as per details 3 & 51S -11. Wall footing is as per details 1 & 2/S -7. Two missing stir ups & five missing crossbars were pointed out to Ward with Marion. Re- inspect for these pieces will be performed by Mike with MSA Engineers. No concrete placed this date. Reviewed — Date: p� CC Rob Murchison, Matt Atlyeh, Matt Hickey, Rick Bolen AAA— BB/su Bob Brown, President Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir#2 (15036243681). 16:4412128/07GMT -05 Pg 02 -02 roan _ ACS Testing, Inc ' ' 7409 SW Tech Center Dr Suite 145 41=11NCeeiz Tigard, OR 97223 o„.s Phone: 503- 443 -3799 Fax: 503 -620 -2748 C157 INN. INC 503.443.3799 DAILY FIELD REPORT FOR STRUCTURAL 1VIASONRY /CONCRETE Date: ,Pe 2;1 ;2007 I Jurisdiction: City of Tigard CITY OF TIGARD Permit#: or DFS N/A ATTN ROB MURCHISON, PE Project Name: 3.0 MG Reservoir 13125 SW HALL BLVD Project Address: Bull Mountain Road TIGARD OR 97223 City: Tigard State: OR Inspector: Darius Ontiveros Cert #: 41397 ACS JOB No.: 07 -1735 Ritiot Masonry C High Lift ❑ Low Lift ❑ CONTINUOUS PERIODIC YES NO N/A Reviewed prior inspection reports ❑ X Spread Fts. n CDF C CMU Approved Mix Design 1 n © Grade Beam 111 Walls Slab — :Fokitirigs,-: © Columns — Pilaster C n ❑ ; .r .. ,,. Approved plans available X (� — Post Tension I Tilt Panels 1 Other — Previous non compliance items inspected n E n Mix Design(s)# 0766 Req.Strength 5000 PSI Embeds per plans n C # Sets Casts 1 # Specimens 4 Reinforcing per plans X U Fl 6X12 ❑ Grout ❑ Mortar ❑ Prism ❑ 4X8 Concrete /Masonry Vibrated X n E Yards Placed 40 . Supplier Glacier Method of Placement Chute ❑ Pump © Bucket ❑ Foreman notified of NCR items XI 1 1 N/A R F! # (s) is uue date _ RFI #(S) NIA Soils have been approved n ❑ X ENGINEER ISSUING RFI: FIRM: Completed work complies with X IT n N/A N/A specifications? Holddowns ❑ CIP Anchors ❑ ❑ u Contractor. Emery & Sons Inspection & Locations: This is for top portion of inlet/outlet foundation & slab. Rebar is as per Aug.07' drawing S12, with exception of penetration call out diagonal bars to extend 5ft past opening. This was not possible due to form size. Adequate clearance was provided. Reviewed _IA - Date: 12-22/7))-cc: Rob Murchison, Matt Atiyeh, Matt Hickey, Rick Bolen BBrsii Bob Brown, President I. " Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:08 07/14108GMT-04 Pg 02-04 ACS Testing, Inc 7409 SW Tech Center Dr., Suite 145 ru.atr Tigard, OR 97223 Phone: 503-443-3799 Fax: 503-620-2748 mitt , 503.443.3799 - ) 1 CJ C REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13895 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 7/1/2008 Time Sampled: 9:00 AM -' Location of Sample: TOP 1/2 OF WATER TANK OUTSIDE WALL Supplier: KNIFE RIVER Truck Number: 3192 Ticket Number: 3118687 Mix Number: 1412445SAEOOF Design Strength: 4500 psi Time Batched: 7: 5 5 AM Time Placed: Batch Size: 7 yds. Slump:5.75 in. AirContent:4. % Concrete Temp: 7 7 ° F• Ambient Temp: 62 ° F Water Added: Technician: KELLY FAWN LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 7/8/2008 7 64360 9.00 12.57 5120 114% Cn B 7/29/2008 28 4.00 12.57 C 7/29/2008 28 4.00 12.57 D —H 0 4.00 12.57 E —H 0 4.00 12.57 Remarks: TYPES OF FRACTURE E AI IT1 Typo 1 Typo 2 Typo 3 Copies to: \ r Type 4 Typo 6 Typo 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:08 07114108GMT -04 Pg 03-04 ACS Testing, Inc 7404 SW Tech Center Dr., Suite 145 sPl a Tigard, OR 97223 Phone: 503-443-3799 Fax: 503 -620 -2748 4=ONeRETE wts 503.443.3799 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13885 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. • FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/30/2008 Time Sampled: 10:40 AM Location of Sample: 1ST SHOTCRETE LAYER OVER WIRE STRANDS Supplier: KNIFE RIVER Truck Number: 2195 Ticket Number: 3118647 Mix Number: 45SAE30F Design Strength: 4500 psi Time Batched: 9:40 AM Time Placed: Batch Size: 7 yds. Slump: 5.25 in. Air Content: 5. % Concrete Temp: 7 6 ° F Ambient Temp: 69 ° F Water Added: 7 gal . Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 7/7/2008 7 70090 4.00 12.57 5580 124% Cn B 7/28/2008 28 4.00 12.57 C 7/28/2008 28 4.00 12.57 D - H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE M )Ji Typa 1 Type 2 Typo 3 Copies to: Type 4 Types Type 6 Reported by: / 1 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:08 07114108GMT -04 Pg 04 -04 ACS Testing, Inc 7409 SW Tech Center Dr., Suite 145 srR.r.r Tigard, OR 97223 Phone: 503.443 -3799 Fax: 503 -620 -2748 /.VCRETE WIN TESTING. INC 503.443.3799 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13884 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD • Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/30/2008 Time Sampled: 9: 10 AM Location of Sample: 1ST SHCTCRETE LAYER OVER WIRE STRANDS Supplier. KNIFE RIVER Truck Number: 222 Ticket Number: 3118639 Mix Number: 45SAEOOF Design Strength: 4500 psi Time Batched: 7:55 AM Time Placed: Batch Size: 1 yds . Slump: 5.25 in. Air Content: 9.7 % Concrete Temp: 75 ° F Ambient Temp: 63 ° F Water Added: 7 gal. Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 7/7/2008 7 68360 4.00 12.57 5440 121% Cn B 7/28/2008 28 4.00 12.57 C 7/28/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE ,AJAt. Type 1 Type 2 Type 3 Copies to: Type 4 4 Type 5 Type 6 Reported by: r Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:24 07/31/08GMT -04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 d= ' '°`" Ph: 503 -443 -3799 Fax: 503-620-2748 MOM SC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13895 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 7/1/2008 Time Sampled: 9:00 AM Location of Sample: TOP 1/2 OF WATER TANK OUTSIDE WALL Supplier: KNIFE RIVER Truck Number: 3192 Ticket Number: 3118 687 Mix Number: 1412445SAEOOF Design Strength: 4500 psi Time Batched: 7:55 AM Time Placed: Batch Size: 7 yds. Slump: 5.75 in. Air Content: 4.5 % Concrete Temp: 77 °F Ambient Temp: 62 ° F Water Added: Technician: KELLY FAWN LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 7/8/2008 7 64360 4.00 12.57 5120 114% Cn B 7/29/2008 28 91970 4.00 12.57 7320 163% Cn C 7/29/2008 28 91830 4.00 12.57 7310 1621 Cn D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES Of FRACTURE ri Typal TWO Type 3 Copies to: Type 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:36 07130108GMT -04 Pg 02 -03 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 (=am Ph: 503 413 - 3799 Fax: 503 620 - 2748 ef, crank INC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13885 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/30/2008 Time Sampled: 10:40 AM Location of Sample: 1ST SHOTCRETE LAYER OVER WIRE STRANDS Supplier; KNIFE RIVER Truck Number: 2195 Ticket Number. 3118647 Mix Number: 45SAEOOF Design Strength: 4500 psi Time Batched: 9 : 4 0 AN Time Placed: Batch Size: 7 yds. Slump: 5.25 in. Air Content: 5.4 % Concrete Temp: 76 ° F Ambient Temp: 69 ° F Water Added: 7 gal . Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 7/7/2008 7 70090 4.00 12.57 5580 124% Cn B 7/28/2008 28 92440 4.00 12.57 7360 164% Cn C 7/28/2008 28 94250 4.00 12.57 7500 167% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE lx1 11 Typel Ty 2 'Wes Copies to: fl Type4 Typo S Typo 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:36 07130108GMT -04 Pg 03-03 7409 SW Tech Center Dr. Ste. 145 ALYI Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620.2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13884 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/30/2008 Time Sampled: 9:10 AM Location of Sample: 1sT SHOTCRETE LAYER OVER WIRE STRANDS Supplier: KNIFE RIVER Truck Number: 222 Ticket Number: 3110639 Mix Number: 45sAE00F Design Strength: 4500 psi Time Batched: 7:55 AM Time Placed: Batch Size: 7 yds. Slump: 5.25 in. Air Content: 9.7 % Concrete Temp: 75 ° E' Ambient Temp: 63 ° F Water Added: 7 gal Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 7/7/2008 7 68360 4.00 12.57 5440 121% Cn B 7/28/2008 28 84420 4.00 12.57 6720 149% Cn C 7/28/2008 28 82220 4.00 12.57 6540 145% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1 )T Ik RI Type 1 Type 2 Type 3 Copies to: Type 4 Type! Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:19 07123108GMT -04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 °"` Ph: 503-443-3799 Fax: 503 -620 -2748 oIU REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13564 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/24/2008 Time Sampled: 8 :40 AM Location of Sample: LOWER HALF OF TANK Supplier MBI Truck Number: 188 Ticket Number: 3118479 Mix Number: 45SAEOOF Design Strength: 4500 psi Time Batched: 7 : 30 AM Time Placed: Batch Size: 9 yds . Slump: 4.75 in . Air Content: 5.7 % Concrete Temp: 61 ° F Ambient Temp: 70 ° F Water Added: 9 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A -H 0 4.00 12.57 B 7/1/2008 7 70020 4.00 12.57 5570 124% Cn C 7/22/2008 28 92860 4.00 12.57 7390 164% Cn D 7/22/2008 28 95010 4.00 12.57 7560 168% Cn E - 0 4.00 12.57 F -H ..... 0 .4.00......12.5..7. ..... Remarks: TYPES OF FRACTURE M J IlTi Typol Type 2 Type 3 r Copies to: \ r Type 4 Type S Type 6 Reported by: 4 1 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 18:34 07f03108GMT -04 Pg 02 -02 ACS Testing, Inc 7409 SW Tech Center Dr., Suite 145 Tigaid, OR 97223 . v Phone: 503443-3799 Fax: 503-620-2748 c RI r OILS TESTING. INC 503.443.3799 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13564 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/24/2008 Time Sampled: 8 :40 AM Location of Sample: LOWER HALF OF TANK Supplier: MBI Truck Number: 188 Ticket Number: 3118479 Mix Number: 45SAEOOF Design Strength: 4500 psi Time Batched: 7 : 30 AM Time Placed: Batch Size: 9 yds . Slump: 4.75 in. Air Content: 5.7 % Concrete Temp: 61 ° E Ambient Temp: 70 ° F Water Added: 9 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A -H 0 4.00 12.57 B 7/1/2008 7 70020 4.00 12.57 5570 124% Cn C 7/22/2008 28 4.00 12.57 D 7/22/2008 28 4.00 12.57 E -H 0 4.00 12.57 F -H 0 4.00 12.57 • Remarks: TYPES OF FRACTURE P A A . 11 Type 1 Type 2 Type Copies to: Typos T Type G Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:24 07101 /08GMT -04 Pg 02 -05 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 (=mac Ph: 503 -443 -3799 Fax: 503 -620 -2748 d1 ISOM In REPORT OF CONCRETE CYLINDER TEST Project Number: 07-1735 Report Number: 13400 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD • Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/2/2008 Time Sampled: 11: AM Location of Sample: SADDLE BLOCKS #1 -8 Supplier: GLACIER NW Truck Number: 142 Ticket Number: 150976 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 :29 AM Time Placed: Batch Size: 3 yds. Slump: 5.5 in. Air Content: 1.8 % Concrete Temp: 64 ° F Ambient Temp: 60 ° F Water Added: 5 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 6/9/2008 7 51390 4.00 12.57 4090 82% Cn B 6/30/2008 28 67910 4.0C 12.57 5400 108% Cn C 6/30/2008 28 68690 4.00 12.57 5470 109% Cn D -H 0 4.0C 12.57 Remarks: TYPES OF FRACTURE 1 jk _....— -----------...---------- ---- --- --- ---- ---- --- - -- - -- - --- _�_�..- ._.— - --Typo - – / v Copies to: Type 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:17 06110/08GMT -04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax: 503- 620.2748 ? �.S! REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13400 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 6/2/2008 Time Sampled: 11: AM Location of Sample: SADDLE BLOCKS #1 - Supplier: GLACIER NW Truck Number: 142 Ticket Number: 150976 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10:29 AM Time Placed: Batch Size: 3 yds . Slump: 5.5 in. Air Content 1.8 Concrete Temp: 64 ° F Ambient Temp: 60 ° F Water Added: 5 gal. Technician: D ONTIVEROS _ LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area _+fgth Design Fracture A 6/9/2008 7 51390 9.00 12.57 /4090 82% Cn B 6/30/2008 28 4.00 12.57 C 6/30/2008 28 4.00 12.57 D -H 0 9.00 12.57 Remarks: TYPES OF FRACTURE Typal Typo2 Type3 Copies to: Type4 Typos Typos Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:37 06130108GMT-04 Pg 02 -02 P!IAL r 4:2=ncarrr: ACS Testing, Inc OILS SW Tech Center Dr., Suite 145 TESTING. INC Tigard, OR 97223 • 503.443.3799 Phone: 503 -443 -3799 Fax: 503.620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Project: 3.0 MG RESERVOIR #2 Report Number: 13396 • Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/29/2008 Time Sampled: 9 : 10 AM Location of Sample: RESERVOIR ROOF PARAPET Supplier: GLACIER NW Truck Number: 145 Ticket Number: 150015 Mix Number: 1766 Design Strength: 4000 psi Time Batched: 8:35 AM Time Placed: Batch Size: 10 yds. Slump: 6 in , Air Content: 6.2 % Concrete Temp: 63 °F Ambient Temp: 49 ° F Water Added: Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age 9 Load Diameter Area Strength Design Fracture A 6/5/2008 7 58230 4.00 12.57 4630 116% Cn B 6/26/2008 28 73230 4.00 12.57 5830 146% Cn C 6/26/2008 28 74630 4.00 12.57 5940 148 D - Cn 4.00 12.57 Remarks: . TYPES OF FRACTURE 1>1 7 Type 1 Type 2 Type 3 \ r - Copies to: Typo,' Type 5 Type 6 Reported by: / G t Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:59 06/06108G MT-04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 AU Tigard, OR 97223 GK7E Ph: 503-443-3799 Fax: 503-620-2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13396 Project: 3.0 MG RESERVOIR $2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/29/2008 Time Sampled: 9:10 AM Location of Sample: RESERVOIR ROOF PARAPET Supplier: GLACIER NW Truck Number: 145 Ticket Number: 150015 Mix Number: 1766 Design Strength: 4 000 psi Time Batched: 8:35 AM Time Placed: Batch Size: 10 yds . Slump: 6 in. Air Content: 6.2 % Concrete Temp: 63 ° F Ambient Temp: 49 ° F Water Added: Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area - eng a' 1. Design Fracture A 6/5/2008 7 59230 4.00 12.57 463' • 116% Cn B 6/26/2008 28 4.00 12.57 C 6/26/2008 • 28 4.00 12.57 D -H 4.00 12.57 Remarks: TYPES OF FRACTURE N( < ,k)1iLTi Type 1 Type 2 Type S Copies to: [ 1 Type 1. 17 3 08 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 06/19/08GMT -04 Pg 07 -07 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 4 Ph: 503- 443.3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13335 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 10:1 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 107 Ticket Number: 148417 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:24 AM Time Placed: Batch Size: 9.5 yds. Slump: 6.5 in. Air Content: 1. % Concrete Temp: 69 ° F Ambient Temp: 50 ° F Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 54180 4.00 12.57 4310 86% Cn B 6/17/2008 28 78040 4.00 12.57 6210 124% Cn C 6/17/2008 28 80120 4.00 12.57 6380 128% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1>01 ) U Type, Type 2 Type 3 Copies to: Type 4 Type S Typ: 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05/28/08GMT-04 Pg 06-09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503 -620 -2748 ruau.I? . REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13335 Project: 3.0 MC RESERVOIR 42 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, 2.E. FIELD TEST CONDITIONS AND RESULTS C31 • Date Placed: 5/20/2008 Time Sampled: 10: AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 107 Ticket Number: 148417 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:24 AM Time Placed: Batch Size: 9.5 yds . Slump: 6.5 in . Air Content: 1.6 e Concrete Temp: 69 ° F Ambient Temp: 50 ° F Water Added: Technician: j FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str I n Design Fracture A 5/27/2008 7 54180 4.00 12.57 4310 86% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE _...��i Type 1 Type 2 Type 9 Copies to: Typed T Type 6 Reported by: Fm :(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 06119/08GMT -04 Pg 06 -07 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 � ` Ph: 503 -443 -3799 Fax: 503 -620 -2748 rmac mc. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13334 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 9:40 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 148408 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9 :06 AM Time Placed: Batch Size: 10. yds. Slump: 7 in. Air Content: 1. % Concrete Temp: 72 °F Ambient Temp: 50 ° F Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 65770 4.00 12.57 5230 105% Cn B 6/17/2008 28 83350 4.00 12.57 6630 133% Cn C 6/17/2008 28 79270 4.00 12.57 6310 126% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE gx1 Typ.1 Typo 2 Typo 3 Copies to: Type 4 Typos T 6 1 / Reported by: 612 `/ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05128/08GMT -04 Pg 05 -09 (,,,,, 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax:503- 620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13334 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/2C/2008 Time Sampled: 9:40 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 198408 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:06 AM Time Placed: Batch Size: 10. yds. Slump: 7 .i in . Air Content: 1.4 % Concrete Temp: 72 ° e Ambient Temp: 50 ° F e Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39/ Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 65770 4.00 12.57 5230 105% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE X . .... RI Type 1 Type 2 Type 4 \ r r ■ Copies to: J Type 4 Type5 Type 6 Reported by: ,00/---------- Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 06 /19 108GMT -04 Pg 05 -07 .uv 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 °F ` Ph: 503 -443 -3799 Fax 503 - 620 - 2748 W L , $t1 a REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13333 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 9:10 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 252 Ticket Number: 148391 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:37 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1.6 Concrete Temp: 70 ° F Ambient Temp: 50 ° F Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 ' 7 64600 4.00 12.57 5140 103% Cn B 6/17/2008 28 82440 4.00 12.57 6560 131% Cn C 6/17/2008 28 87180 4.00 12.57 6940 139% Cn D -H 0 4.00 12.57 E - 0 4.00 12.57 F -F /C 5/27/2008 7 55820 4.00 12.57 4440 89% Cn G -F /C 6/3/2008 14 81700 4.00 12.57 6500 13G% Cn H - F /C 6/17/2008 28 89330 4.00 12.57 7110 142% Cn I - F /C 6/17/2008 28 94850 4.00 12.57 7550 151% Cn J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE M ) Type 1 Type 2 Type S Copies to: E Type 4 TypeS Type 6 // 1 Reported by: 6.- '''"// Fm: (503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:20 .iv 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503 -620 -2748 MC isvmc, fir REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13333 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 9:10 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 252 Ticket Number: 148391 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:37 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1.6 Concrete Temp: 7 0 F Ambient Temp: 50 ° F Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 64600 4.00 12.57 5190 103% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/27/2008 7 55820 4.00 12.57 , 440 89% Cn G -F /C 6/3/2008 14 61700 4.00 12.57 6500 130% Cn H -F /C 6/17/2008 28 4.00 12.57 I - /C 6/17/2008 28 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE A � IIN Type 1 Type 2 Typo 3 Copies to: Type 4 Typo 6 Typo 6 Reported by: 1 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05/28108GMT-04 Pg 09 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 GwCn Ph: 503-443-3799 Fax: 503 -620 -2748 �4 f63n'a [W: REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -17 Report Number: 13333 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 9:10 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 252 Ticket Number: 148391 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:37 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1. % Concrete Temp: 70 ° F Ambient Temp: 50 ° F • Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area ng) Design Fracture A 5/27/2008 7 64600 4.00 12.57 5140 103% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 -H 0 4.00 12.57 F -F /C 5/27/2008 7 55820 4.00 12.57 4440 89% Cn G -F /C 6/3/2008 14 4.00 12.57 H -F /C 6/17/2008 28 4.00 12.57 I -F /C 6/17/2008 28 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type 1 Type 2 Typo 3 Copies to: Type 4 Type Type 6 Reported by: ./ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 06/19/08GMT -04 Pg 04 -07 7409 SW Tech Center Dr. Ste. 145 o p My Tigard, OR 97223 Ph: 503- 443 -3799 Fax 503 -620 -2748 9L TECITZ REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13332 Project: 3.0 MG RESERVOIR 1#2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 9:15 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 81 Ticket Number: 148381 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:30 AM Time Placed: Batch Size: 9.5 yds . Slump: 7 in. Air Content: 1.3 % Concrete Temp: 72 ° F Ambient Temp: Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 65540 4.00 12.57 5220 104% Cn B 6/17/2008 28 91190 4.00 12.57 7260 145% Cn C 6/17/2008 28 84830 4.00 12.57 6750 135% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Ik Type 1 Type 2 Type 3 Copies to: Type 4 Typo 5 Type Reported by: 647;2 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05128I08GMT -04 Pg 07 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503-620 -2748 n3TLVG.IN , REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13332 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 . SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 9:15 AM Location of Sample: FINAL, ROOF POUR Supplier: GLACIER NW Truck Number: 81 Ticket Number: 148381 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:30 Art Time Placed: Batch Size: 9.5 yds. Slump: 7 in. Air Content: 1.3 % Concrete Temp: 72 ° F Ambient Temp: Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39/ Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 65540 4.00 12.57 5220 104% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE lx1 IA Type 1 Typo 2 Type 3 Copies to: ` fl Type 4 Type5 Type Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 06119/08GMT -04 Pg 03-07 7409 SW Tech Center Dr. Ste. 145 AEU Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 r4171re. ESC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13331 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 - `Time Sampled: 8:30 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 148364 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:00 AM Time Placed: Batch Size: 10. yds . Slump: 6.5 in. Air Content: 1.4 % Concrete Temp: 69 ° F Ambient Temp: Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 62130 4.00 12.57 4940. 99% Cn B 6/17/2008 28 79720 4.00 12.57 6340 127% Cn C 6/17/2008 28 82070 4.00 12.57 6530 131% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1><F1 T 111+ Type 1 Type Type 3 Copies to: a Type 4 Types Type 6 Reported by: y Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05/28108GMT-04 Pg 04 -09 rnt 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax:503 -620 -2748 Olt rwij.G. INC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13331 Project: 3.0 MG RESERVOIR #2 Client: CI°_Y OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 8 :30 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 148364 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8 : 00 AM Time Placed: Batch Size: 10.5 yds . Slump: 6.5 in . Air Content: 1.4 % Concrete Temp: 69 ° F Ambient Temp: Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S - - - Design Fracture A 5/27/2008 7 62130 9.00 12.57 4940 99% Cn B 6/17/2008 28 9.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 9.00 12.57 Remarks: TYPES OF FRACTURE Type 1 Type 2 Type 3 Copies to: Type 4 Type5 : Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 06119 /08GMT-04 Pg 02 -07 tuu 7409 SW Tech Center Dr. Ste. 145 thr Tigard, OR 97223 °�` Ph: 503 - 443 -3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13330 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 8:15 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 353 Ticket Number: 148352 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:27 AM Time Placed: Batch Size: 1 0 yds. Slump: 6 in. Air Content: 1.2 % Concrete Temp: 68 °F Ambient Temp: 50 °F Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 64080 4.00 12.57 5100 102% Cn B 6/17/2008 28 79760 4.00 12.57 6350 127% Cn C 6/17/2008 28 82540 4.00 12.57 6570 131% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/27/2008 7 70770 4.00 12.57 5630 113% Cn G -F /C 6/3/2008 14 71010 4.00 12.57 5650 113% Cn H -F /C 6/17/2008 28 84400 4.00 12.57 6720 134% Cn I -F /C 6/17/2008 28 83600 4.00 12.57 6650 133% Cn J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE IX! 1 /cA 111 Typa 1 Type2 Type 3 Copies to: Type 4 Type 6 Type 6 / t Reported by: r/F Fm: (503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) ►• 18:20 7409 SW Tech Center Dr. Ste. 145 ,•ru Tigard, OR 97223 ~ xurr Ph: 503 -443 -3799 Fax: 503-620-2748 TRSnsc. ccr. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13330 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P. E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20/2008 Time Sampled: 8:15 AM Location of Sample: FINAL ROOF POUR Supplier: GLACIER NW Truck Number: 353 Ticket Number: 148352 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:27 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1.2 % Concrete Temp: 68 ° F Ambient Temp: 50 ° F Water Added: Technician: J FRAMPTON LABORATORY TEST RESULTS C39 / Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 64080 4.00 12.57 5100 102% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 bit D -H 0 4.00 12.57 \, E - 0 4.00 12.57 F -F /C 5/27/2008 7 70770 4.00 12.57 5630 / 113% Cn G -F /C 6/3/2008 14 71010 4.00 12.57 5650 113% Cn H - F /C 6/17/2008 28 4.00 12.57 I -F /C 6/17/2008 28 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE M ,J4ii Type l Type 2 Type 3 Copies to: r] Type d 4 Type 5 Type Reported by: p = - Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05/28/08GMT -04 Pg 08 -09 7409 SW Tech Center Dr. Ste. 145 ..L' Tigard, OR 97223 41=-"'°` Ph: 503 -443 -3799 Fax: 503 -620 -2748 en. um= LW. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13330 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/20 /2008 Time Sampled: 8:15 AM Location of Sample: FINAL ROOF POUR Supplier GLACIER NW Truck Number: 353 Ticket Number: 198352 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:27 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1. % Concrete Temp: 68 ° F Ambient Temp: 50 ° F Water Added: Technician: j FRAMPTON LABORATORY TEST RESULTS C39/ Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/27/2008 7 64080 9.00 12.57 5100 102% Cn B 6/17/2008 28 4.00 12.57 C 6/17/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/27/2008 7 70770 9.00 12.57 5630 113% Cn G -F /C 6/3/2008 14 4.00 12.57 H -F /C 6/17/2008 28 4.00 12.57 I -F /C 6/17/2008 28 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE I Al -r Type 7 Typo 2 TWO Copies to: \ �-- 1 T T ype 44 Type 5 Type 6 Reported by: p Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06/11/08GMT -04 Pg 03 -08 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 nm Ph: 503 - 443 -3799 Fax: 503-620-2748 OILS rp7MGar REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13302 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 11:10 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 353 Ticket Number: 146875 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:54 AM Time Placed: Batch Size: 10 yds . Slump: 6 in. Air Content: 1.2 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/20/2008 7 63790 4.00 12.57 5080 102% Cn B 6/10/2008 28 85310 4.00 12.57 6790 136% Cn C 6/10/2008 28 85450 4.00 12.57 6800 136% Cn D-H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type t Type2 Typo 3 ........... r r1 Copies to: r Typ°6 Types Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:35 05/20/08GMT -04 Pg 07 -07 7409 SW Tech Center Dr. Ste. 14.5 Tigard, OR 97223 Ph: 503. 443 -3799 Fax 503-620-2748 oe( rE T, G. L% .. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13302 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 11:10 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER Nti Truck Number: 353 Ticket Number: 146875 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:54 AM Time Placed: Batch Size: 10 yds. Slump: 6 in . Air Content: 1.2 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/20/2008 7 63790 4.00 12.57 5080 102% Cn B 6/10/2008 28 4.00 12.57 C 6/10/2008 28 4.00 12.57 D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE XM P IN Type 1 Type 2 Type Copies to: Type ♦ Typo 5 1 41) 08 , Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06/11 /08GMT -04 Pg 02 - 7409 SW Tech Center Dr. Ste. 145 AU Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503-620-2748 7CST6mz. LFC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13301 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: lo: 42 AM Location of Sample: 3RD ROOF POUR Supplier. GLACIER NW Truck Number: 275 Ticket Number: 146866 Mix Number: 17 65 Design Strength: 5000 psi Time Batched: 9:38 AM Time Placed: Batch Size: 10 yds. Slump: 6.5 in. Air Content 1.1 % Concrete Temp: 59 'F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 6 Test Percent of Type of Specimen Date Age Load Diameter Area Stre th Design Fracture A 5/20/2008 7 59020 4.00 12.57 700 94% Cn B 6/10/2008 28 81370 4.00 12.57 80 130% Cn C 6/10/2008 28 81160 4.00 12.57 6460 129% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/20/2008 7 66390 4.00 12.57 5280 106% Cn G -F /C 5/27/2008 14 4.00 12.57 H -F /C 6/10/2008 28 76690 4.00 12.57 6100 122% Cn I -F /C 6/10/2008 28 75860 4.00 12.57 6040 121% Cn J -F /C 6/10/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE Type 1 Type 2 Type 3 Copies to: 1J �1 Type 4 Type 6 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06/11/08GMT-04 Pg 04 -08 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13301 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 1 0:42 AM Location of Sample:. 3RD ROOF POUR Supplier GLACIER NW Truck Number: 275 Ticket Number: 146866 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:38 AM Time Placed: Batch Size: 10 yds . Slump: 6.5 in. Air Content: 1.1 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of . Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/20/2008 7 59020 4.00 12.57 0. 94% Cn B 6/10/2008 28 81370 4.00 12.57 6480 130% Cn C 6/10/2008 28 81160 4.00 12.57 6460 129% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F - /C 5/20/2008 7 66390 4.00 12.57 5280 106% Cn G -F /C 5/27/2008 14 4.00 12.57 H -F /C 6/10/2008 28 4.00 12.57 I -F /C 6/10/2008 28 4.00 12.57 J -F /C 4.00 12.57 Remarks: TYPES OF FRACTURE A A ItT! TyP• 1 TYPe 2 Type 3 Copies to: Type 4 4 Type 5 Type 6 Reported by: yr, • Fm:(503)620-2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:35 05/20/08GMT -04 Pg 06 -07 7409 SW Tech Center Dr. Ste. 145 AlV Tigard, OR 97223 drA Ph: 503-443-3799 Fax: 503 - 620 -2748 rums. L% REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13301 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 10: AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 275 Ticket Number: 146866 Mix Number: 17 65 Design Strength: 5000 psi. Time Batched: 9:38 AM Time Placed: Batch Size: 10 yds. Slump: 6.5 in. Air Content: 1. % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area - • Design Fracture A 5/20/2008 7 59020 4.00 12.57 4708 94% Cn B 6/10/2008 28 4.00 12.57 C 6/10/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/20/2008 7 66390 4.00 12.57 5280 106% Cn Remarks: TYPES OF FRACTURE NIx AA Type t Type 2 Typo Copies to: Type 4 Type S Type 6 Reported by: ., i Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06!11 /08GMT-04 Pg 05 -08 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 0ivscnr Ph: 503-443-3799 Fax: 503- 620 -2748 oe ., - rer ' wr REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13300 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 10:15 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 251 Ticket Number. 1468 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:07 AM Time Placed: Batch Size: 1 yds . Slump: 6.5 in. Air Content: 1.1 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRP..MPTON LABORATORY TEST RESULTS C39 0 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/20/2008 7 65020 4.00 12.57 5170 103% Cn B 6/10/2008 28 80770 4.00 12.57 6430 129% Cn C 6/10/2008 28 83770 4.00 12.57 6670 133°% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: OF FRACTURE M1\ARi Type 1 Type 3 Typo 3 Copies to: Type a10 ryp• s 'Wee Reported by: 41/ Fm:(503)620 -274B ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:35 05120 /08GMT -04 Pg 05 -07 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 <='""` Ph: 503-443-3799 Fax: 503- 620 -2748 YWAG. Az REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13300 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 10: Am Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 251 Ticket Number: 146846 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:07 AM Time Placed: Batch Size: 10 yds . Slump: 6.5 in. Air Content: 1.1 Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/20/2008 7 65020 4.00 12.57 5170 103% Cn B 6/10/2008 28 4.00 12.57 C 6/10/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type l Type 2 Type3 Copies to: Type 4 - , Type 5 Type 3 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06111108GMT -04 Pg 06 -08 7409 SW Tech Center Dr. Ste. 145 0.440 Tigard, OR 97223 4G'som Ph: 503 -443 -3799 Fax 503 - 620 -2748 w mm". t .. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13299 Project 3.0 MG RESERVOIR #2 Client: CI ^_Y OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 9:50 AM Location of Sample: 3RD ROOF POUR Supplier GLACIER NW Truck Number: 65 Ticket Number: 146836 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:34 AM Time Placed: Batch Size: 9.5 yds. Slump: 6.5 in. Air Content: 1.1 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Stre • h Design Fracture A 5/20/2008 7 57480 4.00 12.57 4570 91% Cn B 6/10/2008 28 71910 4.00 12.57 5720 114% Cn C 6/10/2008 28 79670 4.00 12.57 6340 127% Cn D -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE I AT [11 Type 1 Type 2 Typo 3 \ r r V Copies to: Type4 Typed Typo 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:35 05120 /08GMT -04 Pg 04 -07 7409 SW Tech Center Dr. Ste. 145 VI Tigard, OR 97223 Ph: 503 Fax: 503 - 820 - 2748 aas resme.i.e REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13299 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 • Date Placed: 5/13/2008 Time Sampled: 9:50 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 65 Ticket Number: 146836 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8 : 34 AM Time Placed: Batch Size: 9.5 yds . Slump: 6.5 in. Air Content: 1.1 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of .Specimen Date Age Load Diameter Area S Design Fracture A 5/20/2008 7 57480 4.00 12.57 4570 91% Cn B 6/10/2008 28 4.00 12.57 C 6/10/2008 28 4.00 12.57 D —H 0 4.00 12.57 Remarks: TYPES OF FRACTURE A 1111 Type 1 Typo 2 "49 Copies to: \ r _ fl Type 4 Type 5 TM 'S Reported by: ilr Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06/11/08GMT -04 Pg 07 -08 uxr 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13298 Project 3.0 MG RESERVOIR #2 Client CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 9:30 AM Location of Sample: 3RD ROOF FOUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 146816 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:56 AM Time Placed: Batch Size: 10 yds. Slump: 6 _n. Air Content: 1.1 % Concrete Temp: 60 ° E' Ambient Temp: 50 ° F Water Added: 5 gal. Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str + • th Design Fracture A 5/20/2008 7 56320 4.00 12.57 44:.• 90% Cn 3 6/10/2008 28 73090 4.00 12.57 5820 116% Cn C 6/10/2008 28 79800 4.00 12.57 6350 127% Cn D -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE NNAT Type / Typo 2 Typo 3 Copies to: Type 4 Typo 5 Typo 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:35 05 /20 /08GMT-04 Pg 03 -07 11:1IV 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Cam "" Ph: 503 - 443 -3799 Fax: 503 -620 -2748 rmru.1ec REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13298 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 9:30 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 146816 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:56 AM Time Placed: Batch Size: 1 yds. Slump: 6 in. Air Content: 1.1 % Concrete Temp: 60 ° = Ambient Temp: 50 ° E Water Added: 5 gal . Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str- = • Design Fracture A 5/20/2008 7 56320 4.00 12.57 4480 90% On B 6/10/2008 28 4.00 12.57 C 6/10/2008 28 4.00 12.57 D - 0 4.00 12.57 Remarks: TYPES OF FRACTURE RN 1111 Type 1 Type2 Type) Copies t0: Type 4 Typo 6 Type 6 Reported by: _40/ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:36 06/11/08GMT -04 Pg 08 -08 7409 SW Tech Center Dr. Ste. 145 0.7 7409 OR 97223 Ph: 503443 -3799 Fax 503 -620 -2748 a TEETrw REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13297 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 9:15 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 400 Ticket Number: 146808 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7 : 33 AM Time Placed: Batch Size: 11 yds. Slump: 6.5 in . Air Content: 1.2 % Concrete Temp: 59 ° F Ambient Temp: 50 ° F Water Added: 10 gal. Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test f of Type of Specimen Date Age Load Diameter Area Stren•th Design Fracture A 5/20/2008 7 58320 4.00 12.57 , 64• 93% Cn B 6/10/2008 28 80160 4.00 12.57 6380 128% Cn C 6/10/2008 28 77790 4.00 12.57 6190 124% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/20/2008 7 63550 4.00 12.57 5060 101% Cn Remarks: TYPES OF FRACTURE k/k M1k It 1 i Type 1 Type 2 Type 3 Copies to: Typed Typo 6 Typo 6 Reported by: ..4a Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:35 05/20/08GMT -04 Pg 02 -07 7409 SW Tech Center Dr. Ste. 145 •/V Tigard, OR 97223 *Con' Ph: 503 -443 -3799 Fax: 503-620-2748 WS r[smr GK' 1 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -17 Report Number: 13297 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 5/13/2008 Time Sampled: 9 :15 AM Location of Sample: 3RD ROOF POUR Supplier: GLACIER NW Truck Number: 400 Ticket Number: 146808 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7 : 33 AM Time Placed: Batch Size: 1 yds . Slump: 6.5 in. Air Content: 1.2 % Concrete Temp: 59 ° F . Ambient Temp: 50 ° F Water Added: 10 gal . Technician: JERRY FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str- • - Design Fracture A 5/20/2008 7 58320 4.00 12.57 464' 93% Cn B 6/10/2008 28 4.00 12.57 C 6/10/2008 28 4.00 12.57 D - 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 5/20/2008 7 63550 4.00 12.57 5060 101% Cn Remarks: TYPES OF FRACTURE XF1 A A RTI Typa 1 Typo 2 Type 3 T Copies to: \ 7 J Typo 4 Typo 5 Type 6 Reported by: _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:39 06102/08GMT -04 Pg 02 -05 (.4.2■ranr 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph:503- 443 -3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13229 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/30/2008 Time Sampled: 1:15 PM Location of Sample: LAST COLUMN AGAINST WALL Supplier: GLACIER NW Truck Number: 275 Ticket Number: 144187 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12:15 PM Time Placed: Batch Size: 2.5 yds . Slump: 4.5 in. Air Content: 1.7 % Concrete Temp: 76 ° F Ambient Temp: 60 ° F Water Added: 2 ga :. Technician: TYLER SCRUGGS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area St - • Design Fracture A 5/7/2008 7 58830 4.00 12.57 4686 94% Cn B 5/28/2008 28 78760 4.00 12.57 . 70 125% Cn C 5/28/2008 28. 81040 4.00 12.57 6450 129% Cn D -H 5/28/2008 28 77030 4.00 12.57 6130 123% Cn E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE VI AT IN Typel Typo 2 Typo 3 Copies to: \ r Type 4 Typos Wee Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:39 06/02/08GMT-04 Pg 03 -05 7409 SW Tech Center Dr. Ste. 145 AIIIT Tigard, OR 97223 f= ' y "" Ph: 503 - 443 -3799 Fax: 503 - 620 -2748 OlLf UMW IhT REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13229 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/30/2008 Time Sampled: 1:15 PM Location of Sample: LAST COLUMN AGAINST WALL Supplier: GLACIER NW Truck Number: 275 Ticket Number: 144187 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12 :15 PM Time Placed: Batch Size: 2.5 yds. Slump: 4.5 in. Air Content: 1.7 % Concrete Temp: 76 ° F Ambient Temp: 60 ° F Water Added: 2 gal. Technician: TYLER SCRUGG LABORATORY TEST RESULTS C39 Test Percent of Type of • Specimen Date Age Load Diameter Area S - • h Design Fracture A 5/7/2008 7 58830 4.00 12.57 4.:. 94% Cn B 5/28/2008 28 78760 4.00 12.57 6270 125% Cn C 5/28/2008 28 81040 4.00 12.57 6450 129% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Mr n Type l Type 2 Type 3 r- ` Copies to: \ Type4 Types Type6 Reported by: di • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05l08I08GMT -04 Pg 07 -09 7409 SW Tech Center Dr. Ste. 145 " "' Tigard, OR 97223 ,, con • Ph: 503- 443 -3799 Fax: 503 -620 -2748 pL4 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number. 13229 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/30/2008 Time Sampled: 1:15 PM Location of Sample: LAST COLUMN AGAINST WALL Supplier: GLACIER NW Truck Number: 275 Ticket Number: 144187 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12: 15 PM Time Placed: Batch Size: 2.5 yds. Slump: 4.5 in. Air Content: 1.7 % Concrete Temp: 76 ° F Ambient Temp: 60 ° F Water Added: 2 gal. Technician: TYLER SCRUGGS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str- • Design Fracture A 5/7/2008 7 58830 4.00 12.57 '680 94% Cn B 5/28/2008 28 4.00 12.57 C 5/28/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE lx1 Type 1 Type 2 Type 7" s � Copies to: T .< Type 6 TYpe 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05128108GMT -04 Pg 03 -09 7409 SW Tech Center Dr. Ste. 145 Alf, Tigard, OR 97223 Ph: 503 -443 -3799 Fax 503 -620 -2748 GIU IIITI%GIA'. REPORT Y OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13229 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/29/2008 Time Sampled: 12:45 PM Location of Sample: SINGLE 9 ` X 13' FOOTING ALONG EAST TANK Supplier: GLACIER NW Truck Number: 362 Ticket Number: 143974 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12 : 15 PM Time Placed: Batch Size: 5.5 yds. Slump: 5.5 in. Air Content: 2.2 % Concrete Temp: 57 ° F Ambient Temp: 50 °F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/6/2008 7 66960 4.00 12.57 5330 107% Cn B 5/27/2008 28 94350 4.00 12.57 75_0 150% Cn C 5/27/2008 28 84080 4.00 12.57 6690 134% Cn D -H 5/27/2008 28 89460 4.00 12.57 7120 142% Cn E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Xxl Typ.1 Type 2 Type 3 Copies to: Typa 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:33 05/08/08GMT -04 Pg 02 -02 (GM 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax:503- 620.2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number. 13224 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/29/2008 Time Sampled: 12:45 PM Location of Sample: SINGLE 9' X 13' FOOTING ALONG EAST TANK Supplier: GLACIER NW Truck Number: 362 Ticket Number: 143974 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12 : 15 PM Time Placed: Batch Size: 5.5 yds. - Slump: 5.5 in . Air Content: 2.2 % Concrete Temp: 57 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/6/2008 7 66960 4.00 12.57 5330 107% Cn B 5/27/2008 28 4.00 12.57 C 5/27/2008 28 4.00 12.57 D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES of FRACTURE 1 / Type 7 Type 2 Type 3 Copies to: E Type 4 Type 6 Type B Reported by: _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:16 05/28/08GMT -04 Pg 02 -09 um 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620-2748 resmc. nr REPORT OF CONCRETE CYLINDER TEST Project Number: 07- 1735 - 001 Report Number: 13216 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/25/2008 Time Sampled: 10:00 AM Location of Sample: CORE WALL FINAL WALL Supplier: GLACIER NW Truck Number: 352 Ticket Number: 143455 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:20 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1.2 % Concrete Temp: 60 O F Ambient Temp: 55 ° F Water Added: 10 gal . Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/2/2008 7 68900 4.00 12.57 5480 110% Cn B 5/23/2008 28 81960 4.00 12.57 6520 130% Cn C 5/23/2008 28 81990 4.00 12.57 6520 130% Cn D - 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 0 4.00 12.57 G -F /C 0 4.00 12.57 H -F /C 0 4.00 12.57 I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE ,,, 1) 1>1 ), A P . - Type 1 Type 2 Type 3 Copies to: E [ I - 0 Type 4 Type 5 Type 6 Reported by: 0 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05105 /08GMT-04 Pg 13 -13 7409 SW Tech Center Dr. Ste. 145 ALY] Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - 001 Report Number: 13216 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MUR.CHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/25/2008 Time Sampled: 10:00 AM Location of Sample: CORE WALL FINAL WALL Supplier: GLACIER NW Truck Number: 352 Ticket Number: 143455 Mix Number: 1765 Design Strength: 500C psi Time Batched: 9:20 AM Time Placed: Batch Size: 10 yds. Slump: 6 in. Air Content: 1.2 % Concrete Temp: 60 ° F Ambient Temp: 55 ° F Water Added: 10 gal. Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 5/2/2008 7 68900 4.00 12.57 5480 110% Cn B 5/23/2008 28 4.00 12.57 C 5/23/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 0 4.00 12.57 G -F /C 0 4.00 12.57 ' H -F /C 0 4.00 12.57 I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES of FRACTURE M111 Type 1 Type 2 Type 3 Copies to: \ Type 4 Typo 8 To 8 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05123108GMT -04 Pg 10 -10 7409 SW Tech Center Dr. Ste. 145 u Tigard, OR 97223 ' """ Rh: 503-443-3799 Fax 503 - 620 -2748 /WM tvc REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13198 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCH SON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 1 0:50 AM Location of Sample: FOOTINGS FOR COLUMNS Supplier: GLACIER NW Truck Number: 417 Ticket Number: 142840 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 : 15 AM Time Placed: Batch Size: 1 yds. Slump: 7.5 in. Air Content: 1.9 % Concrete Temp: 54 ° F Ambient Temp: 45 ° F Water Added: Technician: n ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 62970 4.00 12.57 5010 100% Cn B 5/21/2008 28 77080 4.00 12.57 6130 123% Cn C 5/21/2008 28 78280 4.00 12.57 6230 125% Cn D -H 0 4.00 12.57 E 0 4.00 12.57 Remarks: TYPES of FRACTOrtE M Type 1 Type 2 T1903 Copies to: Typed Types Types Reported by: ("I, Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05 /05 /08GMT-04 Pg 09 -13 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 I titt 4 ' 0 `" Ph: 503-443-3799 Fax: 503-620-2748 ?E T+YG REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 1.3198 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 10 50 AM Location of Sample: FOOTINGS FOR COLUMNS Supplier: GLACIER NW Truck Number: 417 Ticket Number: 142840 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 :15 AM Time Placed: Batch Size: 11 yds . Slump: 7.5 in . Air Content: 1.9 % Concrete Temp: 54 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS `A LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 62970 4.00 12.57 5010 100% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE ./\R I i Typo 1 Typo 2 Typo 3 Copies to: Typo 4 Type 5 Type 6 Reported by: 4 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05123108GMT -04 Pg 09 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 4 = Ph: 503 -443 -3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13197 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 9:55 AM Location of Sample: ROOF POUR #2 Supplier. GLACIER NW Truck Number: 352 Ticket Number: 142828 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9: 25 AM Time Placed: Batch Size: 10 yds . Slump:8 in. AirContent:1.8 % Concrete Temp: 56 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 64700 4.00 12.57 5150 103% Cn B 5/21/2008 28 78650 4.00 12.57 6260 125% Cn C 5/21/2008 28 83620 4.00 12.57 6650 133% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE X 1 A A, Ri Type l Type 2 Type 3 Copies to: \ r 7 pe Ty 4 Type 5 ' Typo 6 Reported by: / Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05105108GMT -04 Pg 08 -13 74.09 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 4=.in Ph: 503 -443 -3799 Fax: 503-620-2748 otI 7WAG • REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13197 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 9:55 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 352 Ticket Number: 142828 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:25 AM Time Placed: Batch Size: 10 yds . Slump: 8 in. Air Content: 1.8 % Concrete Temp: 56 ° = Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load . Diameter Area Strength Design Fracture A 4/30/2008 7 64700 4.00 12.57 5150 103% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE M P1IAPJI Typo 1 Typo 2 Type 3 Copies to: Type 4 Typos ' TYPE. 1 Reported by: - Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05/23/08GMT-04 Pg 08 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503-620-2748 aus rmac. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13196 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 9 :25 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 275 Ticket Number: 142804 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:00 AM Time Placed: Batch Size: 10.5 yds . Slump: 7.5 in. Air Content: 1.7 % Concrete Temp: 55 ° F Ambient Temp: 45 ° F Water Added: Technician: ID ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 66740 4.00 12.57 5310 106% Cn B 5/21/2008 28 77920 4.00 12.57 6200 124% Cn C 5/21/2008 28 82050 4.00 12.57 6530 131% Cn D -H 0 4.00 12.57 -H 0 4.00 12.57 Remarks: - TYPES OF FRACTURE M Jii1i Type 1 Typo 2 Typo 3 Copies to: • a Type 4 Typo 5 Typo 6 Reported by: _ r Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05/05/08GMT -04 Pg 07 -13 C. PK 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 ""`" Ph: 503 -443 -3799 Fax: 503-620-2748 ILf11I%U. L.'L'. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13196 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 9:25 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 275 Ticket Number: 142804 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:00 AM Time Placed: Batch Size: 10.5 yds . Slump: 7.5 in. Air Content: 1.7 % Concrete Temp: 55 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 66740 4.00 12.57 5310 106% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE XIN A. IN Type l Type 2 Type Copies to: 7 Typo 4 Type 6 Typc 6 • Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05 /23 /08GMT -04 Pg 07 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 ( Ph:503- 443 -3799 Fax:503- 620 -2748 c.n r . REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13195 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 400 Ticket Number: 142798 Mix Number: 1765 Design Strength: 5000 psi Time Batched: Time Placed: Batch Size: 11 yds . Slump: 7.5 in. Air Content: 2.3 % 6 11../ Concrete Temp: 54 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test P ercent of Type of Specimen Date Age Load Diameter Area Str I • .. Design Fracture A 4/30/2008 7 62760 4.00 12.57 100% Cn B 5/21/2008 28 77400 4.00 12.57 6160 123% Cn C 5/21/2008 28 75850 4.00 12.57 6040 21% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/30/2008 7 72830 4.00 12.57 5800 116% Cn G -F /C 5/2/2008 9 61970 4.00 12.57 4930 99% Cn H -F /C 5/5/2008 12 66490 4.00 12.57 5290 106% Cn I — /C 5/7/2008 14 71780 4.00 12.57 5710 114% Cn J -F /C 5/21/2008 28 83050 4.00 12.57 6610 132% Cn Remarks: TYPES OF FRACTURE R1N AA Type 1 Type 2 Type Copies to: Type 4 Type 5 TYPO Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05/08/08GMT -04 Pg 06-09 7409 SW Tech Center Dr. Ste. 145 " Tigard, OR 97223 �"� Ph: 503-443-3799 Fax: 503 -620 -2748 rear rearm C REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13195 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 400 Ticket Number: 142798 Mix Number: 1765 Design Strength: 5000 psi Time Batched: Time Placed: Batch Size: 11 yds . Slump: 7.5 in. Air Content: 2.3 % Concrete Temp: 54 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39. Test Percent of Type of Specimen Date Age Load Diameter Area Str I • h Design Fracture A 4/30/2008 7 62760 4.00 12.57 4990 100% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/30/2008 7 72830 4.00 12.57 5800 1.16% Cn G -F /C 5/2/2008 9 61970 4.00 12.57 4930 99% Cn 11-F /C 5/5/2008 12 66490 4.00 12.57 5290 106% Cn I -F /C 5/7/2008 14 71780 4.00 12.57 5710 114% Cn J -F /C 5/21/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE M N )\k RI Type, Type 2 Type3 Copies to: \ E Ty 4 Type 5 Type 8 ' Reported by: / , Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05/23/08GMT -04 Pg 06 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax: 503 - 620 -2748 rcarac.irr.. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13195 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 400 Ticket Number: 142798 Mix Number: 1765 Design Strength: 5000 psi Time Batched: Time Placed: Batch Size: 11 yds . Slump: 7.5 in. Air Content: 2.3 % Concrete Temp: 54 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age . Load Diameter Area Strength Design Fracture K -F /C 5/21/2008 28 87230 4.00 12.57 6940 139% Cn L -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE i lif Type 1 Type 2 Type 3 Copies to: Type4 Types Type 6 Reported by: _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:59 05/06108GMT - Pg 02 - 7409 SW Tech Center Dr. Ste. 145 „ Tigard, OR 97223 e=. Ph: 503 -443 -3799 Fax: 503 -620 -2748 renrsa. gar. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13195 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 400 Ticket Number: 192798 Mix Number: 1765 Design Strength: 5000 psi Time Batched: Time Placed: Batch Size: 11 yds . Slump: 7.5 in. Air Content: 2.3 Concrete Temp: 59 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent Percent of Type of Specimen Date Age Load Diameter Area Stre Design Fracture A 4/30/2008 7 62760 4.00 12.57 4990 100% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/30/2008 7 72830 4.00 12.57 5800 116% Cn G -F /C 5/2/2008 9 61970 4.00 12.57 4930 99% Cn H -F /C 5/5/2008 12 65490 4.00 1.2.57 5290 105% On I -F /C 5/7/2008 14 4.00 12.57 J -F /C 5/21/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE M �! A I A iJI .._ ............._............_... ... .... .. ........._............._. ... .... Typo1 ...._..... . T . Type 3 Copies to: Typed r Types ' Type 5 Reported by: j Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05!05 /08GMT -04 Pg 06 -13 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 fix"" Ph: 503 -443 -3799 Fax: 503 -620 -2748 au REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13195 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 400 Ticket Number: 142798 Mix Number: 1765 Design Strength: 5000 psi Time Batched: Time Placed: Batch Size: 11 yds . Slump: 7.5 in. Air Content: 2.3 % Concrete Temp: 54 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area St- ' • Design Fracture A 4/30/2008 7 62760 4.00 12.57 4991 100% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E - H 0 4.00 12.57 F -F /C 4/30/2008 7 72830 4.00 12.57 5800 116% Cn G -F /C 5/2/2008 9 4.00 12.57 H -F /C 5/5/2008 12 4.00 12.57 I - F /C 5/7/2008 14 4.00 12.57 J -F /C 5/21/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE M Type 1 Type 2 Type 3 Copies to: fl Type 4 Type 5 Type 6 Reported by: �P Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05/23108GMT -04 Pg 05 -10 4=x'm 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620-2748 .,sT,°,ar REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13194 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8:55 AM Location of Sample: ROOF POUR #2 Supplier. GLACIER NW Truck Number: 65 Ticket Number: 142780 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:20 AM Time Placed: Batch Size: 9.5 yds. Slump: 8 in. Air Content: 1.8 % Concrete Temp: 56 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 63870 4.00 12.57 5080. 102% Cn B 5/21/2008 28 78520 4.00 12.57 6250 125% Cn C 5/21/2008 28 82050 4.00 12.57 6530 131% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: - TYPES OF FRACTURE E A iIN Type 1 Type 2 Typo Copies to: \ , r T 4 Typo 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05/05/08GMT -04 Pg 05 -13 7409 SW Tech Center Dr. Ste. 145 • Tigard, OR 97223 atm Ph: 503 - 443 - 3799 Fax: 503 - 620 - 2748 ua REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13194 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8 :55 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 65 Ticket Number: 142780 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8 :20 AM Time Placed: Batch Size: 9.5 yds. Slump: 8 in. Air Content: 1. % Concrete Temp: 56 ° E Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 63870 4.00 12.57 5080 102% Cn B 5/21/2008 28 4.00 12.57 . C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 6� )\ 1111 Type 7 Type 2 1 Copies to: Type4 Type 5 I Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05 /23 /08GMT-04 Pg 04 -10 (m. 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax:503- 620.2748 G me REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13193 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8:35 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 255 Ticket Number: 142769 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8: 00 AM Time Placed: Batch Size: 10.5 yds. Slump: 7.5 in. Air Content: 2.0 % Concrete Temp: 55 ° F Ambient Temp: 45 ° F Water Added: Technician: ID ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 65260 4.00 12.57 5190 104% Cn B 5/21/2008 28 82710 4.00 12.57 6580 132% Cn C 5/21/2008 28 87170 4.00 12.57 6940 139% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE /A Typo 7 Typo 2 Typ° 3 Copies to: Type 4 TYPOS ` Types Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05/05/08GMT -04 Pg 04 -13 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 ( =v. Ph: 503-443-3799 Fax: 503-620-2748 T Emse. INC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13193 Project: 3.0 MG RESERVOIR 42 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.F. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8:35 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 255 Ticket Number: 142769 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 8:00 AM Time Placed: Batch Size: 10.5 yds . Slump: 7.5 in. Air Content: 2.0 % Concrete Temp: 55 ° F Ambient Temp: 45 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/30/2008 7 65260 4.00 12.57 5190 104% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE M }\ J: 1til Typel Typo2 TYPe Copies to: E Type 4 Type 5 Type 8 r Reported by: /. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05 /23 /08GMT -04 Pg 03 -10 7409 SW Tech Center Dr. Ste. 145 N'.1[YI Tigard, OR 97223 0=q'en Ph: 503- 443 -3799 Fax: 503 -620 -2748 OIU Tern, . JYC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13192 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8 : 10 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 416 Ticket Number: 142757 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:35 AM Time Placed: Batch Size: 11 yds . Slump: 8.5 in. Air Content: 1.7 Concrete Temp: 56 ° F Ambient Temp: 45 ° F Water Added: 10 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S Design Fracture A 4/30/2008 7 61020 4.00 12.57 . ri 97% Cn B 5/21/2008 28 80350 4.00 12.57 6390 128% Cn C 5/21/2008 28 79980 4.00 12.57 6360 127% Cn D -H 0 4.00 12.57 E - H 0 4.00 12.57 F -F /C 4/30/2008 7 73400 4.00 12.57 5840 .l. % Cn G -F /C 5/2/2008 9 70250 4.00 12.57 5590 / 112% Cn H -F /C 5/5/2008 12 69920 4.00 12.57 5560 111% Cn T — /C 5/7/2008 14 69170 4.00 12.57 5500 110% Cn J -F /C 5/21/2008 28 85370 4.00 12.57 6790 136% Cn Remarks: TYPES OF FRACTURE M Type 1 Type 2 Type 3 Copies to: Type 4 Type 5 Type 8 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05108/08GMT -04 Pg 04 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax 503- 620 -2748 name, ee. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13192 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8 :10 AM Location of Sample: ROOF POUR 42 Supplier: GLACIER MW Truck Number: 416 Ticket Number: 142757 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:35 AM Time Placed: Batch Size: 11 yds . Slump: 8.5 in. Air Content: 1.7 % Concrete Temp: 5 6° F Ambient Temp: 45 ° F Water Added: 10 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area St - . nth Design Fracture A 4/30/2008 7 61020 4.00 12.57 4860 97% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/30/2008 7 73400 4.00 12.57 5840 17% Cn G -F /C 5/2/2008 9 70250 4.00 12.57 5590 112% Cn H - F /C 5/5/2008 12 69920 4.00 12.57 5560 111% Cn I - F /C 5/7/2008 14 69170 4.00 12.57 5500 110% Cn J -F /C 5/21/2008 2B 4.00 12.57 Remarks: TYPES OF FRACTURE � P 1111 Type t Type 2 Typo 3 Copies to: Typc 4 Type S Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05/05/08GMT -04 Pg 03 -13 7409 SW Tech Center Dr. Ste. 145 " "' Tigard, OR 97223 d= Ph: 503 -443 -3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13192 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8: 10 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 416 Ticket Number: 142757 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7:35 AM Time Placed: Batch Size: 11 yds. Slump: 8.5 in. Air Content: 1.7 % Concrete Temp: 56 ° F Ambient Temp: 45 ° F Water Added: 10 gal. Technician: n ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area aff51 Design Fracture A 4/30/2008 7 61020 4.00 12.57 97% Cn B 5/21/2008 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 / E -H 0 4.00 12.57 a � ' �_/ `r / F -F /C 4/30/2008 7 73400 4.00 12.57 5840 117% Cn G - /C 5/2/2008 9 4.00 12.57 H -' /C 5/5/2008 12 4.00 12.57 I -F /C 5/7/2008 14 4.00 12.57 J -F /C 5/21/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE Ix N A A ill Type1 Typal Type3 Copies to: Type 4 Type 6 Type 6 c.., � Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05 /08I08GMT-04 Pg 05 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503. 620.2748 ML{ mruc.sM REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13192 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8 : 10 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 416 Ticket Number: 142757 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7 :35 AM Time Placed: Batch Size: 1.1 yds . Slump: 8.5 in. Air Content: 1.7 % Concrete Temp: 56 Ambient Temp: 45 ° F Water Added: 10 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture K - F/C 5/21/2008 28 4.00 12.57 L - /C 0 4.00 12.57 Remarks: TYPES of FRACTURE Typ.1 Typo 2 TM 'S Copies to: _ , Type 4 Typo S TYPE Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:59 05l06108GMT -04 Pg 03 -03 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 ` Ph: 503 -443 -3799 Fax: 503-620-2748 OL REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13192 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CON_DITIONS AND __RESULTS C31 - - - -- - -- ---- Date Placed: 4/23/2008 Time Sampled: 8:10 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 416 Ticket Number: 142757 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7 : 35 AM Time Placed: Batch Size: 11 yds. Slump: 8.5 in. Air Content: 1.7 % Concrete Temp: 56 ° F Ambient Temp: 45 ° F Water Added: 1 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S _ - Design Fracture A 4/30/2008 7 61020 4.00 12.57 4860 97% Cn B 5/21/2008 . 28 4.00 12.57 C 5/21/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/30/2008 7 73400 4.00 12.57 5840 7% Cn G -F /C 5/2/2008 9 70250 4.00 12.57 5590 112% Cn H -F /C 5/5/2008 12 69920 4.00 12.57 5560 111% Cn I -F /C 5/7/200B 14 4.00 12.57 J -F /C 5/21/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE X 11, A X. IN ... ... ............................... .. ...... ............ .......... _ .. ... Type 1 . .. Type 2 . .. Type3 Copies to: 1. 17 , 4 Type 5 Typs 8 Reported by: , e/t: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 14:35 05/23108GMT -04 Pg 02 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 '17` Ph: 503-443-3799 Fax: 503-620-2748 p14 rartx'C.LYC • REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13192 Project: 3. C MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/23/2008 Time Sampled: 8:10 AM Location of Sample: ROOF POUR #2 Supplier: GLACIER NW Truck Number: 416 Ticket Number: 142757 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7 : 35 AM Time Placed: Batch Size: 11 yds . Slump: 8.5 in. Air Content: 1.7 % Concrete Temp: 56 ° F Ambient Temp: 45 ° F Water Added: 1 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture K -F /C 5/21/2008 28 80870 4.00 12.57 6440. 129% Cn L - /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1 rx A Typel Type 2 Type 3 Copies to: Typed Type $ Typc 6 Reported b : p Y , Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 13:46 05 121 /08GMT-04 Pg 03 -03 ,, 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 t.ATeTTr Ph: 503 -443 -3799 Fax: 503-620-2748 WLI TCSTAG. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13183 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCH :SON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/21/2008 Time Sampled: 1:15 PM Location of Sample: COLUMN NEXT TO 9TH WALL POUR Supplier: GLACIER NW Truck Number: 352 Ticket Number: 142538 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12: 35 PM Time Placed: Batch Size: 2.5 yds. Slump: 5.5 in. Air Content: 1.6 % Concrete Temp: 52 ° F Ambient Temp: 45 °F Water Added: Technician: TYLER SCRUGGS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Design Fracture A 4/28/2008 7 62540 4.00 12.57 100% Cn B 5/19/2008 28 86620 4.00 12.57 6890 138% Cn C 5/19/2008 28 84260 4.00. 12.57 6710 134% Cn D -H 0 4.00 12.57 E -H 0 9.00 12.57 Remarks: - TYPES OF FRACTURE M F1 ;;' IN Type 1 Type 2 Type 0 Copies to: J fl Typo 4 Type 5 Type 5 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:49 04/29/08GMT-04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Gf Tigard, OR 97223 Ph: 503- 443 -379 Fax: PfLI !LIMY: MC REPORT OF CONCRETE CYLINDER TEST - Project Number: 07 - 1735 Report Number: 13183 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P. E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/21/2008 Time Sampled: 1:15 PM Location of Sampler COLUMN NEXT TO 9TH WALL ?OUR Supplier: GLACIER NW Truck Number: 352 Ticket Number. 142538 Mix Number. 1765 Design Strength: 5000 psi Time Batched: 12:35 PM Time Placed: Batch Size: 2.5 yds. Slump: 5.5 in. Air Content: 1.6 % Concrete Temp: 52 ° F Ambient Temp: 45 ° F Water Added: Technician: TYLER SCRUGGS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Stren Design Fracture A 4/28/2008 7 62540 4.00 12.57 4980 100% Cn B 5/19/2008 28 4.00 12.57 C 5/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE b<IN )J 1111 Typo Type 2 TM 'S Copies to: T fl Type 4 Typo S Typo S Reported by. _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05 /16 /08GMT-04 Pg 09 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 •=""" Ph: 503-443-3799 Fax: 503-620-2748 7E377.W MC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13162 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 3:30 PM Location of Sample: 1ST ROOF POUT Supplier: GLACIER NW Truck Number: 353 Ticket Number: 141826 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 2:29 PM Time Placed: Batch Size: 10 yds . Slump: 6.5 in. Air Content: 2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/23/2008 7 64480 4.00 12.57 5130 103% Cn B 5/14/2008 28 103470 4.00 12.57 8230 165% Cn C 5/14/2008 28 88250 4.00 12.57 7020 140% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE It1I Typo 1 Type 2 Typo 3 r Copies to: Type 4 Type 3 Type 8 Reported by: p /. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04/25/08GMT-04 Pg 07 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 •=.""" Ph: 503 -443 -3799 Fax: 503-620-2748 WL1 UMW .I.M'C, REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13162 Project: ,r3 - ' --------- #2 Client: CITY — Ci. — t CARD ` ' ' I ' Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 3:00 PM Location of Sample: 1ST ROOF POUT Supplier: GLACIER NW Truck Number: 353 Ticket Number. 141826 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 2:29 PM Time Placed: Batch Size: 10 yds . Slump: 6.5 in. Air Content: 2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/23/2008 7 64480 4.00 12.57 5130 103% Cn B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE X / , RI Type, Type Z Type 3 Copies to: Type 6 Type 5 Type 6 Reported by: / Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05/16I08GMT-04 Pg 07 -09 :HV 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 G " m Ph: 503-443-3799 Fax 503 -620 -2748 .ESTI( JAC . REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13161 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCH =SON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 2:28 PM Location of Sample: 1ST ROOF POUR Supplier: GLACIER NW Truck Number: 238 Ticket Number: 141803 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 1:58 PM Time Placed: Batch Size: 10 yds. Slump: 7 in. Air Content: 1.8 % Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 / Test Percent of Type of Specimen Date Age Load Diameter Area Str th Design Fracture A 4/23/2008 7 60790 4.00 12.57 97% Cn B 5/14/2008 28 81040 4.00 12.57 6450 129% Cn C 5/14/2008 28 76140 4.00 12.57 6060 121% Cn D -H 0 9.00 12.57 _,�/ E -H 0 4.00 12.57 � F -F /C 4/23/2008 7 5'7010 4.00 12.57 4540 ' 91% Cn G -F /C 0 4.00 12.57 H -F /C 0 4.00 12.57 I -F /C 4/30/2008 14 70540 4.00 12.57 5610 112% Cn J -F /C 5/14/2008 28 74000 4.00 12.57 5890 116% Cn Remarks: - TYPES OFFRACTURE Type 1 Type 2 Typo 3 Copies to: E Ty 4 Typob Type 8 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05/16108GMT-04 Pg 08 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 4 ' °7 ` Ph: 503-443-3799 Fax: 503 -620 -2748 mu COTA'G L'C. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 131E1 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 2 :28 PM Location of Sample: 1ST ROOF POUR Supplier: GLACIER NW Truck Number: 238 Ticket Number: 141803 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 1:58 PM Time Placed: Batch Size: 10 ycs . Slump: 7 in. Air Content: 1.8 % Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture K -F /C 5/14/2008 28 79090 4.00 12.57 6290 126% Cn L - /FC 0 4.00 12.57 Remarks: TYPES OF FRACTURE )\'\ Type t Type 2 Typo 3 Copies to: Type4 Twee Typu 6 • Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05 /05 /08GMT -04 Pg 11 -13 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 4 Ph: 503 - 443 -3799 Fax: 503.620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13161 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/1E/2008 Time Sampled: 2:28 PM Location of Sample: 1ST ROOF POUR Supplier: GLACIER NW Truck Number: 238 Ticket Number: 141803 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 1: 58 PM Time Placed: Batch Size: 10 yds. Slump: 7 in. Air Content: 1. Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str- - Design Fracture A 4/23/2008 7 60790 4.00 12.57 4840 97% Cn B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/23/2008 7 57010 4.00 12.57 4540 91% Cn G -F /C 0 4.00 12.57 H -F /C 0 4.00 12.57 I -F /C 4/30/2008 14 70540 4.00 12.57 5610 112% Cn J -F /C 5/14/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE I A A FE Typed Type2 Type Copies to: r Type4 Type 3 Type6 4 , : ,/ // :**// Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04!25 /08GMT-04 Pg 06 -10 7409 SW Tech Center Dr. Ste. 145 "`° Tigard, OR 97223 f= . "" Ph: 503-443-3799 Fax: 503-620-2748 eltl REPORT OF CONCRETE CYLINDER TEST Project Number. 07 17.3.5,. �-- -- Report Number: 13161 Project: 0: 0 -mG RESERv_OIR_ #2 _; Client: 'CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 2:28 PM Location of Sample: 1ST ROOF POUR Supplier: GLACIER NW Truck Number: 238 Ticket Number. 141803 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 1: PM Time Placed: Batch Size: 10 yds. Slump: 7 in. Air Content: 1. % Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S = = Design Fracture A 4/23/2008 7 60790 4.00 12.57 4840 97% Cn B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/23/2008 7 57010 4.00 12.57 4540 91% Cn G -F /C 4/25/2008 9 4.00 12.57 H -F /C 4/28/2008 12 4.00 12.57 I -F /C 4/30/2008 14 4.00 12.57 J -F /C 5/14/2008 28 4.00 12.57 Remarks: TYPES OF FRACTURE N ix' A 1111 Type 1 Type 2 Typo S Copies to: r 1 Type4 S Types • Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05/16108GMT-04 Pg 06 -09 cv 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503- 443.3799 Fax: 503- 620 -2748 , i.'C REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13160 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 1: 40 PM Location of Sample: Supplier: GLACIER NW Truck Number: 353 Ticket Number: 141789 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 1:18 PM Time Placed: Batch Size: 10 yds. Slump: 8.5 in. Air Content: 1.7 % Concrete Temp: 55 ° O. Ambient Temp: 50 ° F• Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str 0 Design Fracture A 4/23/2008 7 59280 4.00 12.57 472 94% Cn B 5/14/2008 28 89210 4.00 12.57 7100 142% Cn C 5/14/2008 28 86790 4.00 12.57 6910 138% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE )\Jk 1111 Type? Type2 Type3 Copies to: Typo 4 Typo 5 Typo 6 Reported by Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04/25108GMT -04 Pg 05 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 C. Ph: 503-443-3799 Fax: 503-620-2748 PM mum; I.VC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13160 Project: 3p0,.MGT ESERVOIR:, #;2 , Client: c l`TY`OFrGt -R•D` ' •'' Address: 13125 SW FALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 1: PM Location of Sample: Supplier: GLACIER NW Truck Number: 353 Ticket Number: 141789 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 1:18 PM Time Placed: Batch Size: 10 yds . Slump: 8.5 in. Air Content: 1.7 Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Stre Design Fracture A 4/23/2008 7 59280 4.00 12.57 4720 94% Cn 13 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.0C 12.57 D -H 0 4.0C 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE IX /XI n/\ 1J • Type l Type 2 Type 3 Copies to: \ [ _. Type d / Type 5 TYPO Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05/16/08GMT -04 Pg 05-09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 / "'�` Ph: 503-443-3799 Fax: 503 -620 -2748 a« T$7ZW,LW REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13159 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 1:14 PM Location of Sample: Supplier: GLACIER NW Truck Number: 238 Ticket Number: 141771 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12 :48 PM Time Placed: Batch Size: 10 yds . Slump: 7 in. Air Content: 1.5 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 9/23/2008 7 68380 4.00 12.57 5440 109% Cn B 5/14/2008 28 95370 4.00 12.57 7590 152% Cn C 5/14/2008 28 91750 4.00 12.57 7300 146% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE M )} 111 Type 1 Typ 2 TYPe Copies to: : r Type4 Type 5 Type 6 / Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04125108GMT-04 Pg 04 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax :503- 620 -2748 FLTTh .LC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13159 Project: 0 , 'i Client: `CITY OF TIGARD Address: 13125 SW HALL BLVD • TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 1.:14 PM Location of Sample: Supplier: GLACIER NW Truck Number: 238 Ticket Number. 141771 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12 :43 PM Time Placed: Batch Size: 10 yds. Slump: 7 in . Air Content: 1.5 % Concrete Temp: 5 6 F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/23/2008 7 68380 4.00 12.57 5440 109% Cn B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D —H 0 4.00 12.57 E —H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Xl>1 T:A Type 1 Type 2 Type 3 Copies to: Typo 4 Type 5 Type 6 Reported by: (� Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05116/08GMT -04 Pg 04 -09 7409 SW Tech Center. Dr. Ste. 145 e Tigard, OR 97223 411=.K. Ph: 503 - 443 -3799 Far 503- 620 -2748 T UL'C.LK REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13158 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P . E . FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 1: PM Location of Sample: 1ST ROOF POUR Supplier: GLACIER NW Truck Number: 353 Ticket Number: 141760 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 12:23 PM Time Placed: Batch Size: 10 yds. Slump: 6.5 in. Air Content: 2 % Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S Design Fracture A 4/23/2008 7 59010 4.00 12.57 4700 94% Cn B 5/14/2008 28 92090 4.00 12.57 0 147% Cn C 5/14/2008 28 89920 4.00 12.57 7160 143% Cn D - H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE A,A Type l Type 2 TYPO Copies to: r ' Type 4 Types TANG / U Reported by: i Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04125/08GMT -04 Pg 03 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 OLS rESnw.Ar. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13158 Project: 3 : 0 MGTRESERVOI;R7# 2 Client: 2'T�'OF T Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4 /16/2008 Time Sampled: 1:00 PM Location of Sample: 1ST ROOF POUR Supplier: GLACIER NW Truck Number: 353 Ticket Number. 141760 Mix Number: 1765 Design Strength: 5000 psi. Time Batched: 12:23 PM Time Placed: Batch Size: 10 yds. Slump: 6.5 in. Air Content: 2 % Concrete Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area - -• . Design Fracture A 4/23/2008 7 59010 4.00 12.57 '701 94% Cn B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE A 1 ) ; Type 1 ' Type 2 Type Copies to: Type 4 Type 4 Type Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05116108GMT -04 Pg 02 -09 7409 SW Tech Center Dr. Ste. 145 YIIV Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503.620 -2748 wymcht- REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13157 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 12:25 PM Location of Sample: THIS IS FOR FIRST ROOF POUR Supplier GLACIER b18 Truck Number: 250 Ticket Number: 141736 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:44 AM Time Placed: Batch Size: 10.5 yds. Slump: 6.25 in. Air Content: 2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: 10 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture J -F /C 5/14/2008 28 72990 4.00 12.57 5810 116% Cn K -F /C 0 4.00 12.57 A 4/23/2008 7 61520 4.00 12.57 x•00 98% Cn B 5/14/2008 28 88260 4.00 12.57 7020 40% Cn C 5/14/2008 2.8 89080 4.00 12.57 7090 142% On D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/23/2008 7 58560 4.00 12.57 660 93% Cn G -F /C 0 4.00 12.57 H -F /C 0 4.00 12.57 Remarks: TYPES of FRACTURE � Fl A RI Typel Type 2 Type 3 7-- `- ` Copies to: � Type 4 Type S Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:45 05/16/08GMT -04 Pg 03 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 -620 -2748 0¢S ,d7GG REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13157 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 12:25 PM Location of Sample: THIS IS FOR FIRST ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 141736 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:44 AM Time Placed: Batch Size: 10.5 yds. Slump: 6.25 in. Air Content: 2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: 10 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture I -F /C 4/30/2008 14 69080 4.00 12.57 5500 110% Cn Remarks: TYPES OF FRACTURE 1 1 A ,A RT1 Typa 1 Type 2 Type 3 Copies to: Type 4 Type 5 Type B Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05105/08GMT -04 Pg 12 -13 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620-2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13157 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 9/16/2008 Time Sampled: 12:25 PM Location of Sample: TIIIS IS FOR FIRST ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number. 141736 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11 : 44 AM Time Placed: Batch Size: 10.5 yds . Slump: 6.25 in. Air Content: 2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: 10 gal. Technician: ID ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture J -F /C 5/14/2008 28 4.00 12.57 K -F /C 0 4.00 12.57 A 4/23/2008 7 61520 4.00 12.57 490 98% Cn B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 4/23/2008 7 58560 4.00 12.57 93% Cn G -F /C 0 4.00 12.57 H -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE 6� Fl A 1L1+ Type? Type2 Type Copies to: \ n Type TypoS Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04/25/08GMT -04 Pg 02 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503- 620 -2748 OILS m71%. cT'. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -173 35 Report Number: 13157 Project: 3'0, RESERVOIR,�. #2.; Client: � Ct'IY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: R013 MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/16/2008 Time Sampled: 12:25 PM Location of Sample: THIS IS FOR FIRST ROOF POUR Supplier: GLACIER NW Truck Number: 250 Ticket Number: 141736 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:44 AM Time Placed: Batch Size: 10.5 yds. Slump: 6.25 in. Air Content: 2 Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: 10 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture J -F /C 5/14/2008 28 4.00 12.57 K -F /C 0 4.00 12.57 A 4/23/2008 7 61520 4.00 12.57 98% On B 5/14/2008 28 4.00 12.57 C 5/14/2008 28 4.00 12.57 D -H 0 4.00 12.57 E - 0 4.00 12.57 F -F /C 4/23/2008 7 58560 4.0C 12.57 ® 93% Cn G - F /C 4/25/2008 9 4.00 12.57 H -F /C 4/28/2008 12 4.00 12.57 Remarks: TYPES OF FRACTURE MP< kic 11.1+, Type 1 Typo 2 Typo 3 Copies to: Typo 4 Typo 6 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05/08108GMT -04 Pg 03 -09 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax: 503 -620 -2748 me 7C.SR.4:. Ut. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13120 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/9/2008 Time Sampled: 12:15 PM Location of Sample: WALL POUR #10; (1) 9' X 13' FOOTING; 4 COLUMNS Supplier: GLAICER NW Truck Number: 275 Ticket Number. 140249 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:31 AM Time Placed: Batch Size: 4.5 yds. Slump: 6.0 in. Air Content: 2.2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/16/2008 7 71470 4.00 12.57 5690 114% Cn B 5/7/2008 28 83720 4.00 12.57 6660 133% Cn C 5/7/2008 28 86510 4.00 12.57 6880 138% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTUR M Typo l Typo 2 Type 3 Copies to: \ , Type 4 Typo 5 Type 6 Reported by: 6/7---- Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 04/16/08GMT -04 Pg 03 -06 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax: 503-620-2748 resin.CL'C REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13120 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/9/2008 Time Sampled: 12:15 PM Location of Sample: WALL POUR #10; (1) 9' X 13' FOOTING; 4 COLUMNS Supplier: GLAICER NW Truck Number: 275 Ticket Number. 140249 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11 :31 AM Time Placed: Batch Size: 4. yds . Slump: 6.0 in. Air Content: 2.2 % Concrete Temp: 56 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/16/2008 7 71470 4.00 12.57 5690 114% Cn B 5/7/2008 28 4.00 12.57 C 5/7/2008 28 4.00 12.57 D —H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE )\ 1111 Tool Typo 2 Type 3 Copies to: Type 4 Typo 6 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:25 05/08/08GMT-04 Pg 02 -09 - i 7409 SW Tech Center Dr. Ste. 145 ."� Tigard, OR 97223 4=x Ph: 503-443-3799 Fax: 503-620-2743 runs( n r , REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number. 13119 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P. E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/9/2008 Time Sampled: 10: AM Location of Sample: WALL POUR #10; (1) 9' X 13' FOOTING; 4 COLUMNS Supplier GLACIER NW Truck Number: 129 Ticket Number: 140189 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:25 AM Time Placed: Batch Size: 9.5 yds. Slump: 6.5 in. Air Content: 2.1 % Concrete Temp: 54 ° F Ambient Temp: 50 ° F Water Added: 20 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/16/2008 7 72020 4.00 12.57 5730 115% Cn B 5/7/2008 28 84000 4.00 12.57 6680 134% Cn C 5/7/2008 28 83290 4.00 12.57 6630 133% Cn D -H 0 4.00 12.57 E -H 0 4.0C 12.57 Remarks: TYPES OF FRACTURE 1 A Type 1 Type 2 Type 3 Copies to: Type4 TypeS Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 04/16 /08GMT -04 Pg 02 -06 740 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 -620 -2748 OW USTINGAC REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13119 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 Sw HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P E . FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/9/2008 Time Sampled: 10:00 AM Location of Sample: WALL POUR #10; (1) 9' X 13' FOOTING; 4 COLUMNS Supplier: GLACIER NW Truck Number: 129 Ticket Number. 140189 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:25 AM Time Placed: Batch Size: 9.5 yds . Slump: 6.5 in . Air Content: 2.1 % Concrete Temp: 54 °F Ambient Temp: 50 ° F Water Added: 20 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/16/2008 7 72020 4.00 12.57 5730 115% Cn B 5/7/2008 28 4.00 12.57 C 5/7/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE MILXJkii Type 1 Type 2 Type 3 ' v Copies to: Type 4 Type 6 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 13:06 04/11/08GMT -04 Pg 05 -05 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 -620 -2748 TOW. IR REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13079 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/2/2308 Time Sampled: 12:20 PM Location of Sample: WALL & COLUMNS Supplier: GLACIER NW Truck Number: 765 Ticket Number: 139083 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:37 AM Time Placed: Batch Size: 7 yds. Slump: 6 in. Air Content: 1.2 % Concrete Temp: 62 ° F Ambient Temp: 55 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S - Design Fracture A 4/9/2008 7 62100 4.00 12.57 '940 99% Cn B 4/30/2008 28 4.00 12.57 C 4/30/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE n 11 Type 1 Type 2 Type 3 Copies to: Typc 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05 /05 108GMT -04 Pg 02 -13 au•u 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 41■°212' Ph: 503 -443 -3799 Fax: 503 -620 -2748 • ores REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13078 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/2/2008 Time Sampled: 10:30 AM Location of Sample: WALL & FOOTINGS Supplier: GLACIER NW Truck Number: 715 Ticket Number. 139011 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9 : 39 AM Time Placed: Batch Size: 9 yds. Slump: 7 in. Air Content: 4.1 % Concrete Temp: 62 ° F Ambient Temp: 5 0 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Design Fracture A 4/9/2008 7 59230 4.00 12.57 94% Cn B 4/30/2008 28 72540 4.00 12.57 5770 115% Cn C 4/30/2008 2B 78810 4.00 12.57 6270 125% Cn D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE M Typel Type 2 Type 3 Copies to: ' T Ty 5 pe Type 6 • Reported by: 4 Fm :(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 13:06 04/11/08GMT -04 Pg 04-05 7409 SW Tech Center Dr. Ste. 145 MU Tigard, OR 97223 '"' Ph: 503- 443 -3799 Fax: 503-620-2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13078 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHI SON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 4/2/2008 Time Sampled: 10:30 AN Location of Sample: MALL & FOOTINGS Supplier: GLACIER NW Truck Number: 715 Ticket Number: 139011 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:39 AM Time Placed: Batch Size: 9 yds. Slump: 7 in. Air Content: 4.1 % Concrete Temp: 62 O F Ambient Temp: 5C ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S I - • •. Design Fracture A 4/9/2008 7 59230 4.00 12.57 4710 94% Cn B 4/30/2008 28 4.00 12.57 C 4/30/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE i AR IN Type 1 Type 2 Type 3 Copies to: \ E Type 4 Type 5 Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:21 05/05/08GMT-04 Pg 10 -13 7409 SW Tech Center Dr. Ste. 145 . Tigard, OR 97223 Ph: 503 -443 -3799 Fax:503- 620 -2748 REPORT OF GROUT TEST Project Number: 07 1735 - 001 Report Number: 13077 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS Date Placed: 4/2/2008 Time Sampled: 9:45 AM Time Placed: Location of Sample: 1" BASE IN FORMS Supplier: GLACIER NW Truck Number: 661 Ticket Number. 139000 Mix Number: 0995 Design Strength: 3000 psi Time Batched: 9:15 AM Batch Size: 2 yds. Slump: 9 in . Air Content: 1.2 % Grout Temp: 55 ° F Ambient Temp: 50 ° F Water Added: Curing and Handling Notes: a jt/ Type of Masonry Units Used to Mold Specimens: Number of Units Used: Technician: D ONTIVER.OS LABORATORY TEST RESULTS Test Percent of Specimen Date Age Load Side 1 Side 2 Height Area Strength Design A 4/30/2008 2.8 62200 3.28 3.27 6.70 10.73 5795 193% Notes: Ca B 4/30/2008 28 69750 3.31 3.27 6.77 10.82 6440 215% Notes: Cn C 4/30/2008 28 75190 3.22 3.28 6.65 10.56 7115 237% Notes: Ca D -H 0 Average Strength: Remarks: Copies to: Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04125108GMT -04 Pg 09 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 mL.i,C REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - col Report Number: 13049 Project: Client: � CrY Ur TIGARD Address: 13125 SW BALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/27/2008 Time Sampled: 11:45 AM Location of Sample: WALL SECTION %8, BOTTOM - MIDDLE LIFT Supplier: GLACIER NW Truck Number: 284 Ticket Number: 137781 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 :57 AM Time Placed: Batch Size: 11 yds. Slump: 7 in. Air Content: 1.8 % Concrete Temp: 64 ° F Ambient Temp: 38 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/3/2008 7 63900 4.00 12.57 5090 102% Cn B 4/24/2008 28 75670 4.00 12.57 6020 120% Cn C 4/24/2008 28 78740 4.00 12.57 6270 125% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE M1 J I11 I Type 1 Type 2 Type 3 r Copies to: T 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:22 04/07/08GMT-04 Pg 04 -05 7409 SW Tech Center Dr. Ste. 145 000 41 0 K; - Tigard, OR 97223 G,WPM Ph: 503-443-3799 Fax: 503 -620 -2748 e7n REPORT OF CONCRETE CYLINDER TEST Project Number: 07 Report Number: 13049 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW FALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/27/2008 Time Sampled: 11:45 AM Location of Sample: WALL SECTION #8, BOTTOM - MIDDLE LIFT Supplier: GLACIER NW Truck Number: 284 Ticket Number: 137781 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10:57 AM Time Placed: Batch Size: 11 yds . Slump: 7 in. Air Content: 1.8 % Concrete Temp: 64 ° F Ambient Temp: 38 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/3/2008 7 63900 4.00 12.57 5090 102% Ca n 4/24/2008 28 4.00 12.57 C 4 - / - 2 - 4-/2000 2-8 --4- 6 0 12.J7 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1 A PJ Typc l r Type 2 Type 3 Copies to: Type 4 Type 3 Type 6 Reported by l� Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 17:17 04/25/08GMT-04 Pg 08 -10 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620-2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 - Col Report Number: 13047 Project 3:0"1 #2 Client: o= rr�AxD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/27/2008 Time Sampled: 11: AM Location of Sample: 9 x 13 FOOTING Supplier: GLACIER NW Truck Number: 250 Ticket Number: 137764 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10:24 AM Time Placed: Batch Size: 10.5 yds . Slump: 6 in. Air Content: 2.0 % Concrete Temp: 58 ° F Ambient Temp: 38 ° F Water Added: 10.5 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/3/2008 7 67440 4.00 12.57 5370 107% Cn B 4/24/2008 28 87920 4.00 12.57 7000 140% Cn C 4/24/2008 28 87490 4.00 12.57 6960 139% Cn D -H 0 4.00 12.57 E -F /C 4/3/2008 7 50200 4.00 12.57 399 80% Cn F -F /C 4/10/2008 14 76290 4.00 12.57 6070 121% Cn G -F /C 4/24/2008 28 78940 4.00 12.57 6280 126% Cn H -F /C 4/24/2008 28 79210 4.00 12.57 6300 126% Cn I -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE Typ° 1 Typo 2 Types Copies to: r [ Type 4 Type 5 Typ° 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir#2 (15036243681) 13:39 04/15108GMT -04 Pg 04 -05 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503- 620 -2748 1tlTL'G REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - co1 Report Number: 13047 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/27/2008 Time Sampled: 11:15 Al"] Location of Sample: 9 x 13 FOOTING Supplier: GLACIER NW Truck Number: 250 Ticket Number: 137764 Mix Number: 1765 Design Strength: 5000 psi. Time Batched: 10:24 AM Time Placed: Batch Size: 10. yds. Slump: 6 in. Air Content: 2.0 % Concrete Temp: 58 ° F Ambient Temp: 38 ° F Water Added: 10.5 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/3/2008 7 67440 4.00 12.57 5370 107% Cn B 4/24/2008 28 4.00 12.57 C 4/24/2008 28 4.00 12.57 D - 0 4.00 12.57 E - /C 4/3/2008 7 50200 4.00 12.57 990 80% Cn F - F /C 4/10/2008 14 76290 4.00 12.57 0 121% Cn G -F /C 4/24/2008 28 4.00 12.57 H -F /C 4/24/2008 28 4.00 12.57 I -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE M F LAI 11111 Type 1 1 Type Copies to: Typo 4 TypeS :Wee Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:22 04!07 /08GMT -04 Pg 03 -05 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 CM ""`" Ph: 503-443-3799 Fax:503- 620 -2748 arm REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - 001 Report Number: 13047 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 ' Date Placed: 3/27/2008 Time Sampled: 11: 15 AM Location of Sample: 9 x 13 FOOTING Supplier: GLACIER NW Truck Number: 250 Ticket Number: 137764 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 :24 AM Time Placed: Batch Size: 10.5 yds. Slump: 6 in. Air Content: 2.0 % Concrete Temp: 58 °F Ambient Temp: 38 ° F Water Added: 10. 5 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS 039/ Test , Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 4/3/2008 7 67440 4.00 12.57 5370 107% Cn B 4/24/2008 28 4.00 12.57 C 4/29 4-08 28 9.00 12.57 D -H 0 4.00 12.57 E -F /C 4/3/2008 7 50200 4.00 12.57 3991 80% Cn F -F /C 4/10/2008 14 4.00 12.57 G -F /C 4/24/2008 28 4.00 12.57 H -F /C 4/24/2008 28 4.00 12.57 I -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE / ii • T t Type 2 Type 3 Copies to: I Type 4 Type S Type 6 Reported by: Y Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:53 04122/08GMT -04 Pg 03-03 JAM 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 CA. Ph: 503-443-3799 Fax: 503-620-2748 t,r, • • REPORT OF CONCRETE CYLINDER TEST Project Number: 07- 1735 -001 Report Number: 13033 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/24/2008 Time Sampled: 11:50 AM Location of Sample: WALL POt)R 7, TOP LIFT + COLUMNS Supplier: GLACIER NW Truck Number: 352 Ticket Number. 137073 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11: 09 AM Time Placed: Batch Size: 10.5 yds. Slump: 5.5 in. Air Content: 1.9 % Concrete Temp: 56 ° F Ambient Temp: 38 °F Water Added: 8 gal . Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/31/2008 7 65730 4.00 12.57 5230 105% Cn B 4/21/2008 28 76980 4.00 12.57 6130 123% Cn C 4/21/2008 28 82300 4.00 12.57 6550 131% Cn D - H 0 4.00 12.57 F - 0 4.00 12.57 • Remarks: TYPES OF FRACTURE N IX1 T\ik ill ......... .. Type 1 Type 2 Typo 3 Copies to: \ , _ r 1 Type 4 Type S Type 6 i Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:23 04 /02/08GMT -04 Pg 06 -06 7409 SW Tech Center Dr. Ste, 145 Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503 - 620 -2748 ra'SmL\GIA REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - CC1 Report Number: 13033 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/24/2008 Time Sampled: 11:50 AM Location of Sample: WALL POUR 7, TOP LIFT + COLUMNS Supplier: GLACIER NW Truck Number: 352 Ticket Number: 137073 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:09 AM Time Placed: Batch Size: 10.5 yds. - Slump: 5.5 in. Air Content: 1.9 % Concrete Temp: 56 ° F Ambient Temp: 38 ° F Water Added: 8 gal. Technician: DAVID BRODKEY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/31/2008 7 65730 9.00 12.57 5230 105% Cn B 4/21/2008 28 4.00 12.57 C----4/21/240-8 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE AT 111 Type l Type 2 Typo 3 Copies to: \ r 1 Type4 Type 5 Type 6 Reported by Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:53 04122108GMT-04 Pg 02 -03 • 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 " ' Ph: 503 -443 -3799 Fax: 503-620-2748 a. «f,. i c REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - 001 Report Number: 13032 Project: 3.0 MG RESERVOIR 1#2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/24/2008 Time Sampled: 10: AM Location of Sample: WALL POUR 7, BOTTOM LIFT + COLUMN FOOTINGS Supplier: GLACIER NW Truck Number: 255 Ticket Number 137002 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9: 05 AM Time Placed: Batch Size: 10. yds. Slump: 4.75 in. Air Content: 1.7 Concrete Temp: 63 ° F Ambient Temp: 37 ° F Water Added: Technician: DAVID BRCDKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/31/2008 7 65410 4.00 12.57 5210 104 % Cn B 4/21/2008 28 79680 4.00 12.57 6340 127% Cn C 4/21/2008 28 81690 4.00 12.57 6500 130% Cn D - H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE • M N )\ )\', IN .. .......... .... .... - Typal Typa 2 Typa 3 Copies to: \ [ l Type S A Type 5 Type 6 Of r Reported by: / • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:23 04102108GMT -04 Pg 05 -06 7409 SW Tech Center Dr. Ste. 145 N.,.� ' Tigard, OR 97223 "IE" • Ph: 503 -443 -3799 Fax: 503 -620 -2748 .aWD.s ,ESnwda:. . REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 - co1 Report Number: 13032 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/24/2008 Time Sampled: 10: AM Location of Sample: WALL POUR 7, BOTTOM LIFT -1 COLUMN FOOTINGS Supplier: GLACIER NW Truck Number: 255 Ticket Number: 137002 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:05 AM Time Placed: Batch Size: 10. yds. Slump: 4. 7 5 in. Air Content: 1.7 % Concrete Temp: 63 ° F Ambient Temp: 37 ° F Water Added: Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/31/2008 7 65410 4.00 12.57 5210 104% Cn B 4/21/2008, 28 4.00 12.57 C 4/21/20-8-8 20 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES of FRACTURE Ix 1>1 PTA Type 1 Type 2 Typo 3 Copies to: Type 4 TANS Typo 6 Reported by: ("K Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 04/16/08GMT -04 Pg 05 -06 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 0'14 MUM AT • REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - CO1 Report Number: 13005 Project: 3.0 MG RESERVOIR in Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/19/2008 Time Sampled: 12 : 00 PM Location of Sample: WALL POUR #6: 5 FOOTINGS, 5 COLUMNS Supplier: GLACIER NW Truck Number: 284 Ticket Number: 136023 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11 :15 AM Time Placed: Batch Size: 11 yds . Slump: 5.5 in. Air Content: 1.8 % Concrete Temp: 55 ° F Ambient Temp: 60 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S . - e • Design Fracture A 3/26/2008 7 57030 4.00 12.57 45'0 91% Cn B 4/16/2008 28 81680 4.00 12.57 6500 130% Cn C 4/16/2008 28 76830 4.00 12.57 6110 122% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 3/26/2008 7 51120 4.00 12.57 cg1T 81%% Cn G -F /C 4/2/2008 14 65450 4.00 12.57 5210 104% Cn H -F /C 4/16/2008 28 80470 4.00 12.57 6400 128% Cn I -F /C 4/16/2008 28 81270 4.00 12.57 6470 129% Cn J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE Rix AA. [i] Type Type 2 Type 3 Copies to: Type4 TypaS Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 16:37 04103/08GMT -04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 " " Ph: 503 - 443 -3799 Fax: 503-620-2748 or f6STPL.Lx REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13005 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/19/2008 Time Sampled: 12 : CO PM Location of Sample: WALL POUR #6: 5 FOOTINGS, 5 COLUMNS Supplier: GLACIER NW Truck Number: 284 Ticket Number. 136023 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11 :15 AM Time Placed: Batch Size: 11 yds . Slump: 5.5 in. Air Content: 1.8 % Concrete Temp: 55 ° F Ambient Temp: 60 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S Design Fracture A 3/26/2008 7 . 57030 4.00 12.57 4540 91% Cn B 4/16/2008 28 4. 00 12.57 C 4/16/2008 28 4.00 12.57 =0 ° 4.00 12.57 E-H 0 4.00 12.57 F -F /C 3/26/2008 7 51120 4.00 12.57 407! 81% Cn G -F /C 4/2/2008 14 65450 4.00 12.57 5210 104% Cn H -F /C 4/16/2008 28 4.00 12.57 I -F /C 4/16/2008 28 4.00 12.57 J -F /C . 0 4.00 12.57 Remarks: TYPES OF FRACTURE M : / 1 JHii ............ _ . . . . . . T .1rvv0 2 .......... 3 .._. ............_... ......... _. 7 Copies to: \ Type4 7 19 05 Type6 . / / ' Reported by: _ I Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:52 03/31/08GMT -04 Pg 06 -07 uiu 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 OHS TLS ThG. L'C REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13005 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/19/2C08 Time Sampled: 12:00 PM Location of Sample: WALL POUR #6: 5 FOOTINGS, 5 COLUMNS Supplier: GLACIER NW Truck Number: 2 84 Ticket Number: 136023 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:15 AM Time Placed: Batch Size: 11 yds. Slump: 5.5 in. Air Content: 1.8 % Concrete Temp: 55 ° F Ambient Temp: 60 °F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str- • - Design Fracture A 3/26/2008 7 57030 4.00 12.57 454: 91% Cn B 4/16/2008 28 4.00 12.57 C 4 - 28 4 - 00 - -- 1 - 27 - 5 - - — — -- — D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 3/26/2008 7 51120 4.00 12.57 4070 81% Cn G -F /C 4/2/2008 14 4.00 12.57 H -F /C 4/16/2008 28 4.00 12.57 I -F /C 4/16/2008 28 4.00 12.57 J - /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE I X \ . 1111 Typel Type2 Type? Copies to: Type i 4 Type 5 Type 6 Reported by: - _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 04/16/08GMT-04 Pg 04 -06 7409 SW Tech Center Dr. Ste. 145 zrAlfl Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-820-2748 oyc REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - col Report Number: 13004 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/19/2C08 • Time Sampled: 10:00 AM Location of Sample: wALL POUR #6, 5 FOOTINGS, 5 COLUMNS Supplier: GLACIER NW Truck Number: 250 Ticket Number: 135929 Mix Number: 1765 Design Strength: 5000 psi. Time Batched: 9:10 AM Time Placed: Batch Size: 10 yds . Slump: 6.0 in. Air Content: 1.7 % Concrete Temp: 52 ° = Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area • -ng ; Design Fracture A 3/26/2008 7 46540 4.00 12.57 '!: 74% Cn B 4/16/2008 28 74050 4.00 12.57 5890 118% Cn C 4/1 28 77200 4.00 12.57 6140 123% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE M )\,k 11.11 Type 7 Type 2 Type 2 Copies to: \ T fl Type 4 Type S Type e Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:52 03/31/08GMT-04 Pg 05 -07 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503- 443 -3799 Fax: o1L1 rmcw. ems REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13004 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 • Date Placed: 3/19/2008 Time Sampled: 10 :00 AM Location of Sample: WALL POUR #6, 5 FOOTINGS, 5 COLUMNS Supplier: GLACIER NW Truck Number: 250 Ticket Number: 135929 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9 :10 AM Time Placed: Batch Size: 1 yds . Slump: 6.0 in. Air Content: 1. 7 % Concrete Temp: 52 ° F Ambient Temp: 50 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Design Fracture A 3/26/2008 7 46540 4.00 12.57 370 74% Cn B 4/16/2008 28 4.00 12.57 - C— 411 2 - 8 — - -- — - - 4.0 0 12.5'1 — — — D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE . IN Type, Type2 Type3 Copies to: [1] Typo 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:06 04/16/08GMT -04 Pg 06 -06 7409 SW Tech Center Dr. Ste. 145 MHZ Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503-620-2748 oac rETTLIL, U'E REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 13001 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/18/2008 Time Sampled: 10: AM_ Location of Sample: RECTANGULAR FOOTING IN W- QUADRANT, SOUTH SIDE + 2 COLUMNS Supplier: GLACIER NW Truck Number: 284 Ticket Number: 135632 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 : 05 AM Time Placed: Batch Size: 10 yds . Slump: 5.5 in. Air Content: 1.7 Concrete Temp: 66 ° F Ambient Temp: 47 ° F Water Added: 5 ga_. Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strenat Design Fracture A 3/25/2008 7 57970 4.00 12.57 4610 92% Cn B 4/15/2008 28 80440 4.00 12.57 6400 128% Cn C 4/15/2.008 28 82560 4.00 12.57 6570 131% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE r 1 111 Type 1 Type 2 Type 3 E . Copies to: Type 4 Type S Type 6 Aor Reported by: / Fm:(503)620- 2748s'ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 14:32 03/26/08GMT -04 Pg 03 -03 417.1 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 4=.(i`n Ph: 503-443-3799 Fax: 503-620-2748 tL3?L14.I.YY. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 13001 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/18/2008 Time Sampled: 10:50 AM Location of Sample: RECTANGULAR FOOTING IN N- QUADRANT, SOUTH SIDE + 2 COLUMNS Supplier GLACIER NW Truck Number: 284 Ticket Number: 135632 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10 :05 AM Time Placed: Batch Size: 10 yds. Slump: 5.5 in. Air Content: 1.7 % Concrete Temp: 66 ° F Ambient Temp: 47 ° F Water Added: 5 gal. Technician: DAVID BRODKEY LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S Design Fracture A 3/25/2008 7 57970 4.00 12.57 ( 4610 92% Cn B 4/15/2008 28 4.00 12.57 C 4/.15/2008 28 4.00 12.57 D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: 1><1 TYPESOFFRACTURE � Tl\ Type, Type 2 Type 3 Copies to: Type 4 Type 6 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 13:39 04/15108GMT -04 Pg 03 -05 7409 SW Tech Center Dr. Ste. 145 u.� Tigard, OR 97223 m Ph: 503- 443 -3799 Fax: 503- 620 -2748 rumaar REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - 001 Report Number: 12991 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB . MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/14/2008 Time Sampled: 12:15 PM Location of Sample: WALL POUR #5; COLUMNS & FOOTINGS Supplier: GLACIER NW Truck Number: 253 Ticket Number: 135252 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11: 06 AM Time Placed: Batch Size: 10.5 yds. Slump: 6.0 in. Air Content: 1.8 % Concrete Temp: 51 °F Ambient Temp: 50 ° F Water Added: 15 gal. Technician: ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/21/2008 7 67990 4.00 12.57 5410 108% Cn B 4/11/2008 28 98030 4.00 12.57 7800 156% Cn C 4/11/2008 28 91820 4.00 12.57 7310 146% Cn D - 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 14 A A IN Type 1 Type 2 T$ Copies to: Type Type 5 TYPO Reported by: • , 3)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:44 03/24108GMT-04 Pg 03-03 (..0 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax:503- 620 -2748 LC .. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12991 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/14/2008 Time Sampled: 12:15 PM Location of Sample: WALL POUR #5; COLUMNS & FOOTINGS Supplier: GLACIER NW Truck Number: 255 Ticket Number: 135252 Mix Number: 1765 Design Strength: 5000 psi. Time Batched: 11: AM Time Placed: Batch Size: 10.5 yds . Slump: 6.0 , in. Air Content: 1.8 % Concrete Temp: 51 ° F Ambient Temp: 50 ° F Water Added: 15 gal . Technician: ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age . Load Diameter Area Strength Design Fracture A 3/21/2006 7 67990 4.00 12.57 5410 108% Cn B 4/11/2008 28 4.00 12.57 C 4/11/2008 28 4.00 12.57 D -H 0 4.0C 12.57 E -H 0 4.0C 12.57 Remarks: TYPES OF FRACTURE IX 1 X II Type, Type 2 Type 3 n Copies to: \ Type 4 Type s Type B Reported by: , Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir#2 (15036243681) 13:39 04/15/08GMT -04 Pg 02 -05 7409 'SW Tech Center Dr. Ste. 145 (":" Tigard, OR 97223 . Ph: 503 -443 -3799 Fax:503- 620.2748 .LVC • REPORT OF CONCRETE CYLINDER TEST Project Number: 07- 1735 -col Report Number: 12990 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON HELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/14/2008 Time Sampled: 10:00 AM Location of Sample: WALL POUR #5; COLUMNS; FOOTINGS Supplier: GLACIER NW Truck Number: 135204 Ticket Number. 255 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9 : 07 AM Time Placed: Batch Size: 10. yds. Slump: 6.75 in. Air Content: 1.9 % Concrete Temp: 50 ° F Ambient Temp: 50 ° F Water Added: 10 gal Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength esign Fracture A 3/21/2008 7 67770 4.00 12.57 5390 108% Cn B 4/11/2008 28 90540 4.00 12.57 7200 144% Cn C 4/11/2008 28 92300 4.00 12.57 7350 147% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 3/21/2008 7 59620 4.00 12.57 4740 95% Cn G -F /C 3/28/2008 14 79170 4.00 12.57 .300 126% Cn H -F /C 4/11/2008 28 85090 4.00 12.57 6770 135% Cn I -F /C 4/11/2008 28 82060 4.00 12.57 6530 131% Cn J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE Ix PI !Jk X111 Type, Type2 Type3 Copies to: Type4 Types Type 6 Reported by. Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 12:26 04 /01 108GMT -04 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 • y " "' Tigard, OR 97223 ( Ph: 503 -443 -3799 Fax: 503 -620 -2748 • REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12990 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROE MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/14/2008 Time Sampled: 10: 00 AM Location of Sample: WALL POUR #5; COLUMNS; FOOTINGS Supplier: GLACIER NW Truck Number: 135204 Ticket Number: 255 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:07 AM Time Placed: Batch Size: 10.5 yds. Slump: 6.75 in. Air Content: 1.9 % • Concrete Temp: 50 ° F Ambient Temp: 50 ° F Water Added: 1 0 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/21/2008 7 67770 4.00 12.57 5390 108% Cn B 4/11/2008 28 4.00 12.57 C 4/11/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 3/21/2008 7 59620 4.00 12.57 (47...4.e 95% Cn G -F /C 3/28/2008 14 79170 4.00 12.57 6300 126% Cn H -F /C 4/11/2008, 28 4.00 12.57 I -F /C 4/11/2008 28 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1� Type 1 Type 2 Type 3 Copies to: Type4 Type S Type 6 Reported by: Fm:(5 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:44 03/24108GMT-04 Pg 02 -03 .ru 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503- 620 -2748 oss REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12990 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/14/2008 Time Sampled: 10:00 AM Location of Sample: WALL POUR #5; COLUMNS; FOOTINGS Supplier: GLACIER NW Truck Number: 13520 Ticket Number: 255 Mix Number 1765 Design Strength: 5000 psi Time Batched: 9:07 AM Time Placed: Batch Size: 10. yds. Slump: 6.75 in. Air Content: 1. % Concrete Temp: 50 ° F Ambient Temp: 50 ° F Water Added: 10 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 �►�/ Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/21/2008 7 67770 4.00 12.57 5390 108% Cn B 4/11/2008 28 4.00 12.57 C 4/11/2008 28 4.00 12.57 D - 0 4.00 12.57 E -H 0 4.00 12.57 F - /C 3/21/2008 7 59620 4.00 12.57 474 95% Cn G -F /C 3/28/2008 14 4.00 12.57 H -F /C 4/11/2008 28 4.00 12.57 I -F /C 4/11/2008 28 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE lx1 PI A ,k Type 1 Type 2 TWO Copies to: J Type4 Type 5 Type 6 Reported by: • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg_ reservoir (15036243681) 13:06 04111 /OAGMT -04 Pg 03 -05 7409 SW Tech Center Dr. Ste. 145 • ..0 Tigard, OR 97223 <Cm. Ph: 503 -443 -3799 Fax: 503-620-2748 ui* rmmp. ar. REPORT OF CONCRETE CYLINDER TEST Project Number: 07- 1735 -CO1 Report Number: 12977 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/11/2008 Time Sampled: 12:00 PM Location of Sample: FOURTH POUR FOR THE PROJECT - WALLS Supplier: GLACIER NW Truck Number: 416 Ticket Number: 134416 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:15 AM Time Placed: Batch Size: 10 yds. Slump: 5.5 in . Air Content: 2.6 Concrete Temp: 58 ° F Ambient Temp: 48 ° F (i Water Added: 5 ga.. Technician: ATMA DEO LABORATORY TEST RESULTS C39 / Test Percent of Type of Specimen Date Age Load Diameter Area Stren th Design Fracture A 3/18/2008 7 60990 4.00 12.57 48 97% Cn B 4/8/2008 28 83200 4.00 12.57 6620 132% Cn C 4/8/2008 28 76020 4.00 12.57 6050 21% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 3/18/2008 7 55430 4.00 12.57 (441:21 88% Cn G -F /C 4/8/2008 28 75220 4.00 12.57 5990 120% Cn H -F /C 4/8/2008 28 73990 4.00 12.57 5890 118% Cn I -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE I > < 1 TYPe l Type 2 Types Copies to: Type 4 Type S Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03/20/08GMT-04 Pg 12 -12 7409 SW Tech Center Dr. Ste. 145 " � Tigard, OR 97223 0 c wr Ph: 503- 443 -3799 Fax: 503-620-2748 1 LI C. cw.• REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12977 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, ?.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/11/2008 Time Sampled: 12:00 PM Location of Sample: FOURTH POUR FOR THE PROJECT — WALLS Supplier: GLACIER. NW Truck Number: 416 Ticket Number: 134416 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11:15 AM Time Placed: Batch Size: 10 yds. Slump: 5.5 in. Air Content: 2.6 % Concrete Temp: 58 Ambient Temp: 48 ° F Water Added: 5 gal . Technician: ATMA DEO LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S th Design Fracture A 3/18/2008 7 60990 4.00 12.57 4850 97% Cn B 4/8/2008 28 4.00 12.57 C 4/8/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 3/18/2008 7 55430 4.00 12.57 4410 88% Cn G -F /C 4/8/2008 28 4.00 12.57 H -F /C 4/8/2008 28 4.00 12.57 I -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE X I )\ T E Type l Type 2 Type 3 Copies to: Type 4 Type 5 Type 6 Reported by: - ti / Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 13:06 04 /11 /N -04 Pg 02 -05 7409 SW Tech Center Dr. Ste. 145 MV Tigard, OR 97223 C "' ° " Ph: 503- 443 -3799 Fax: 503-620-2748 resnv;. or. REPORT OF CONCRETE CYLINDER TEST Project Number: 07- 1735 -001 Report Number: 12976 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/11/2008 Time Sampled: 100:00 AM Location of Sample: FOURTH POUR FOR THE PROJECT - COLUMN PAD Supplier: GLACIER NW Truck Number: 275 Ticket Number: 134345 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:08 AM Time Placed: Batch Size: 1 0 yds . Slump: 5.75 in. Air Content: 2.6 % Concrete Temp: 57 ° F Ambient Temp: 40 ° F Water Added: Technician: ATMA DEO LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/18/2008 7 64480 4.00 12.57 5130 103% Cn B 4/8/2008 28 79710 4.00 12.57 6340 127% Cn C 4/8/2008 28 83920 4.00 12.57 6680 134% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Typel Type 2 Type 3 Copies to: Type 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03120/08GMT -04 Pg 11 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503- 620 -2748 ,,5n.'G.v'c REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12976 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/11/2008 Time Sampled: 100:00 AM Location of Sample: FOURTH POUR FOR THE PROJECT - COLUMN PAD Supplier: GLACIER NW Truck Number: 275 Ticket Number: 134345 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:08 AM Time Placed: Batch Size: 10 yds. Slump: 5.75 in. Air Content: 2.6 Concrete Temp: 57 ° F Ambient Temp: 40 ° F Water Added: Technician: ATMA DEO LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/18/2008 7 64480 4.00 12.57 5130 103% Cn B 4/8/2008 28 4.00 12.57 C 4/8/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Typal Type 2 Type 3 Copies to: Type 4 Types Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:22 04107/08GMT-04 Pg 05 -05 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 """ Ph: 503 -443 -3799 Fax: 503-620-2748 (tiLi REPORT OF CONCRETE E CYLINDER TEST Project Number: 07 1735 - 001 Report Number: 12947 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/6/2008 Time Sampled: 11: AM Location of Sample: WALL POUR #3 Supplier: GLACIER NW - Truck Number: 400 Ticket Number: 133593 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10:45 AM Time Placed: Batch Size: 11 yds . Slump: 7 in . Air Content: 1.1 % Concrete Temp: 62 ° F Ambient Temp: 53 ° F Water Added: Technician: MICHAEL WILLIS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/13/2008 7 64460 4.00 12.57 5130 103% Cn B 4/3/2008 .28 76410 4.00 12.57 6080 122% Cn — . - - - -C- 4/3/20'08 - 7 - 6 - 1 - 1 4 , 0 - 0 - 6 0 - 6 0 — - 1 - 2 - 1 - % — G0 — D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE IPA_ " RI! Type 1 TyPe 2 TYN r Copies to: Type Typo 5 Typo 6 Reported by: �� Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:52 03/17108GMT -04 Pg 03 -03 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 - 620 -2748 ULf REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12947 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/6/2008 Time Sampled: 11: AM Location of Sample: WALL POUR #3 Supplier: GLACIER NW Truck Number: 400 Ticket Number: 133593 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 10:45 AM Time Placed: Batch Size: 11 yds. Slump: 7 in. Air Content: 1.1 % Concrete Temp: 62 ° F Ambient Temp: 53 ° F Water Added: Technician: MICHAEL WILLTs LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 3/13/2008 7 64460 4.00 12.57 5130 103% Cn B 4/3/2008 28 4.00 12.57 C 4/3/2008 28 4.00 12.57 D -H 0 4.00 12.57 - 0 4.00 12.57 Remarks: TYPES OF FRACTURE M N i ►�� Type 1 Type 2 Type 3 r r Copies to: Type4 Type5 TYING Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg Jeservoir (15036243681) 17:22 04/07/08GMT -04 Pg 02 -05 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 "e"' Ph: 503 -443 -3799 Fax: 503 - 620 -2748 • e« resrnt ur. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 1735 - col Report Number: 1294 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 ( Date Placed: 3/6/2008 Time Sampled: 10 : 15 AM Location of Sample: COLUMN FOOTINGS AT MIX TANK Supplier: GLACIER NW . Truck Number: 400 Ticket Number: 133513 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:10 AM Time Placed: Batch Size: 11 yds. Slump: 7 in. Air Content: 1.2 % Concrete Temp: 62 ° F Ambient Temp: 49 ° F ) Water Added: Technician: MICHAEL WILLIS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area th Design Fracture A 3/13/2008 7 57670 4.00 12.57 92% Cn B 4/3/2008 28 79260 4.00 12.57 6310 126% Cn C 4/3t20 28 7-5-02-0-----4-A-0 12.57 504-0 14 en D -H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: r(PEs of FRACTURE M I Typel Type 2 Type 3 Copies to: r Type4 Type5 Type 6 Reported by: Fm :(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:52 03117/08G MT-04 Pg 02 -03 7409 SW Tech Center Dr. Ste. 145 wru Tigard, OR 97223 41 = 0 '° 0 ' Ph: 503- 443 -3799 Fax: 503-620-2748 e4f ,wm;, nr REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -17 Report Number: 12946 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 0 Date Placed: 3/6/2008 Time Sampled: 10:15 AM Location of Sample: COLUMN FOOTINGS AT MIX TANK Supplier: GLACIER NW Truck Number: 400 Ticket Number: 133513 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:10 AM Time Placed: Batch Size: 11 yds. Slump: 7 in. Air Content: 1. 2 `s Concrete Temp: 62 ° F Ambient Temp: 49 ° F Water Added: Technician: MICHAEL WILLIS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S - e • Design Fracture A 3/13/2008 7 57670 4.00 12.57 4590 92% Cn 9 4/3/2008 28 4.00 12.57 C 4/3/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -II 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type 1 Type 2 Type 3 Copies to: Type4 Type 5 Type 8 Reported by: 617 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:23 04102108GMT -04 Pg 04 -06 4::::le 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443 -3799 Fax: 503- 620 -2748 c ar REPORT OF CONCRETE CYLINDER TEST Project Number: 07- 1735 -Col Report Number: 12934 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD OR 97223 Attn: ROB MURCHISON FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/3/2008 Time Sampled: 12 :15 PM Location of Sample: WALL SEGMENT #8 POUR #2 TOP LIFT Supplier: GLACIER NW Truck Number: 81 Ticket Number 132606 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 11: AM Time Placed: e ttj Batch Size: 9.5 yds. Slump: 6 in. Air Content: Concrete Temp: 54 ° F Ambient Temp: 35 ° F Water Added: 5 gal. Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area S - • • Design Fracture A 3/4/2008 1 11815 4.00 12.57 94s 19% Cn B 3/10/2008 7 71650 4.00 12.57 5700 119% Cn .. 31 tt20 - 08 2 8 - 6 .. _ . i • _ D 3/31/2008 28 89860 4.00 12.57 7150 143% Cn E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE X 1 A A U] Type1 1 Type3 Copies to: Type 6 / / / //^ / Type S Type 6 Reported by. V _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 17:23 04/02/08GMT -04 Pg 03 -06 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 (I=,""` Ph: 503 -443 -3799 Fax: 503-620-2748 resnw.i • REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12933 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 3/3/2008 Time Sampled: 10: AM Location of Sample: WALL SEGMENT #8 POUR #2 BOTTOM LIFT Supplier: GLACIER NW Truck Number: 81 Ticket Number. 132550 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9: 09 AM Time Placed: Batch Size: 9.5 yds . Slump: 7 in . • Air Content: Concrete Temp: 56 ° F Ambient Temp: 35 ° F Water Added: 15 gal . Technician: J FRAMPTON LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str- • •th Design Fracture A 3/4/2008 1 10430 4.00 12.57 836 17% Cn B 3/10/2008 7 64290 4.00 12.57 5120 102% Cn _6 -------- -'.'T3 4 0 14 a D 3/31/2008 28 92530 4.00 12.57 7360 147% Cn E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE IX I A A \ _ Typel Type 2 Type 3 Copies to: U [ r1 Type4 Type 6 Type 6 Reported by: Fm :(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:52 03/31/08GMT -04 Pg 02 -07 au 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax: 503 -620 -2748 TEM% AC REPORT OF GROUT TEST Project Number: 07-1735 Report Number: 12 919 • Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS Date Placed: 2/27/2008 Time Sampled: 7:45 AM Time Placed: Location of Sample: BASE OF WALL SECTION 9 & 5 COLUMN FOOTINGS Supplier: GLACIER NW Truck Number: 400 Ticket Number: 131459 Mix Number: 0995 Design Strength: 4000 psi Time Batched: 7:25 AM Batch Size: 2.0 yds. Slump: 7.5 in. Air Content: Grout Temp: 57 ° F Ambient Temp: 55 ° F Water Added: Curing and Handling Notes: Type of Masonry Units Used to Mold Specimens: Number of Units Used: Technician: D. ONTIVEROS LABORATORY TEST RESULTS Test Percent of Specimen Date Age Load Side 1 Side 2 Height Area Stren h Design A 3/26/2008 28 50200 3.27 3.26 6.64 10.66 4705 118% Note_ _Cn B 3/26/2008 28 62530 3.27 3.26 6.77 10.66 5865 147% Notes: Cn C 3/26/2008 28 60880 3.27 3.27 6.66 1 5690 142% Notes: Cn D -H 0 Average Strength: _ Remarks: Copies to: Reported by: 7 • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:52 03131108GMT -04 Pg 04 -07 7409 SW Tech Center Dr. Ste. 145 ru Tigard, OR 97223 C Ph:.503- 443 -3799 Fax: 503-620-2748 a« rn r,sc. or REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12918 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/27/2008 Time Sampled: 10: 00 AM Location of Sample: WALL SECTION #9 (1ST POUR) Supplier: GLACIER NW Truck Number: 145 Ticket Number: 131529 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:20 AM Time Placed: Batch Size: 10 yds. Slump: 6.5 in. Air Content: Concrete Temp: 55 °F Ambient Temp: 55 ° F Water Added: 10 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Stren Design Fracture A 2/28/2008 1 18160 4.00 12.57 29% Cn B 3/5/2008 7 64820 4.00 12.57 5160 103% Cn C— 3 -/ -2- 61 2-0-08 2-8 8- 68 90 - - - - -- 4 .- 00 -1-257 6 9-3.0 - —138% en 3/26/2008 28 93820 4.00 12.57 7470 149% Cn E -H 0 4.00 12.57 F - 0 4.00 12.57 G -H 0 9.00 12.57 H -H 0 9.00 12.57 Remarks: TYPES OF FRACTURE )A 1 Type 7 Typo 2 Type 3 Copies to: \ ' Type 4 Type 5 Type 6 de t / Reported by: 1r Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:05 03107I08GMT -05 Pg 04-04 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 rrancr. a. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12 918 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/27/2008 Time Sampled: 10: 00 AM Location of Sample: WALL SECTION #9 (1ST POUR) Supplier: GLACIER NW Truck Number: 145 Ticket Number. 131529 - Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9: 20 AM Time Placed: Batch Size: 10 yds. Slump: 6.5 in. Air Content: Concrete Temp: 55 ° F Ambient Temp: 55 ° F Water Added: 10 gal . Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Stren Design Fracture A 2/28/2008 1 18160 4.00 12.57 1450 29% Cn B 3/5/2008 7 64820 4.00 12.57 5160 103% Cn C 3/26/2008 28 4.00 12.57 D 3/26/2008 28 4.00 12.57 E -H 0 4.00 12.57 F -H 0 4.00 12.57 G -H 0 4.00 12.57 H -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE I Type l Type 2 Type 3 Copies to: Type4 Type Type6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03/03/08GMT - Pg 11 - 7409 SW Tech Center Dr. Ste. 145 , u Tigard, OR 97223 "��"` Ph: 503 -443 -3799 Fax: 503 -620 -2748 TFfiI�G. l.!'S' REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12918 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/27/2008 Time Sampled: 10:00 AN Location of Sample: wA SECTION (1ST POUR) Supplier: GLACIER NW Truck Number: 145 Ticket Number: 131529 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 9:20 AM Time Placed: Batch Size: 10 yds . Slump: 6.5 in. Air Content: Concrete Temp: 55 ° F Ambient Temp: 55 ° F Water Added: 10 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date A Load Diameter Area S Design Fracture A 2/28/2008 1 18160 4.00 12.57 1450 29% Cn B 3/5/2008 7 4.00 12.57 C 3/26/2008 28 4.00 12.57 D 3/26/2008 28 4.00 12.57 E -H 0 4.00 12.57 F -H 0 4.00 12.57 G -H 0 4.00 12.57 H -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE W /k Ril Type l Type 2 Type 3 ■ Copies to: --- n Type 4 Typo S TYPE. Reported by: AL Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 16:52 03/31/08GMT-04 Pg 03 -07 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 eaa 'arm. awz REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12917 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/27/2008 Time Sampled: 8 : 00 AM Location of Sample: 5 COLUMN FOOTINGS Supplier: GLACIER NW Truck Number: 416 Ticket Number: 131465 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7 : 36 AM Time Placed: Batch Size: 11. yds. Slump: 6.0 in. Air Content: 2.2 % Concrete Temp: 57 ° Ambient Temp: 55 ° F Water Added: 10 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Str Design Fracture A 2/28/2008 1 23010 4.00 12.57 C 37% Cn 13 3/5/2008 7 67880 4.00 12.57 5400 108% Cn 2-8- 7 9 9 6 0 - --4 : 0{i -- 12:57 6160 1-2 - % --- Cn - - - - -- D 3/26/2008 28 86800 4.00 12.57 6910 138% Cn E - H 0 4.00 12.57 F - FC 3/5/2008 7 50850 4.00 12.57 cED, 81% Cn G - FC 3/26/2008 28 71700 4.00 12.57 5710 114% Cn H - FC 3/26/2008 28 64610 4.00 12.57 5140 103% Cn I - FC 3/10/2008 12 59170 4.00 12.57 710 94% Cn J -FC 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1>IN )\T OAA Type 1 Type 2 Type 3 7 -- Copies to: Type 4 Type S Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 17:05 03107 /O8GMT -05 Pg 03-04 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 41="01" Ph: 503 - 443 -3799 Fax: 503-620-2748 rcrncc.,.r. . REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12917 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, ?.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/27/2008 Time Sampled: 8 : CO AM Location of Sample: 5 COLUMN FOOTINGS Supplier: GLACIER NW Truck Number: 416 Ticket Number: 131465 Mix Number: 17 65 Design Strength: 5000 ps Time Batched: 7: 36 AM Time Placed: Batch Size: 17.. 0 yds. Slump: 6.0 in. Air Content: 2.2 % Concrete Temp: 57 Ambient Temp: 55 ° F Water Added: 10 gal.. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test P ercent of Type of Specimen Date Age Load Diameter Area Strena -� Design Fracture A 2/28/2008 1 23010 4.00 12.57 37% Cn B 3/5/2008 7 67880 4.00 12.57 5400 108% Cn C 3/26/2008 28 4.00 12.57 D 3/26/2008 28 4.00 12.57 E -H 0 4.00 12.57 F -FC 3/5/2008 7 50850 4.00 12.57 40 !' 81% Cn G -FC 3/26/2008 28 4.00 12.57 H -FC 3/26/2008 28 4.00 12.57 I -FC 0 4.00 12.57 J -FC 0 4.00 12.57 Remarks: TYPES OF FRACTURE IX 1 A J Type1 Type2 Type3 Copies to: \ ` T 4 Type S Type 4 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03/03/08GMT -05 Pg 12 -12 7409 SW Tech Center Dr. Ste. 145 u.nr Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620-2748 WLi REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12917 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/27/2008 Time Sampled: 8: 00 Location of Sampl ` COLUMN FOOTINGS Supplier: GLACIER NW Truck Number: 416 Ticket Number: 131465 Mix Number: 1765 Design Strength: 5000 psi Time Batched: 7: 36 AM Time Placed: Batch Size: 11.0 yds . Slump: 6. in. Air Content: 2.2 % Concrete Temp: 57 ° F Ambient Temp: 55 ° F Water Added: 10 gal . Technician: D . ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area SOngtb Design Fracture A 2/28/2008 C..� 23010 4.00 12.57 1830 ) 37% Cn B 3/5/2008 7 4.00 12.57 C 3/26/2008 28 4.00 12.57 D 3/26/2008 28 4.00 12.57 E -H 0 4.00 12.57 F -FC 3/5/2008 7 4.00 12.57 G -FC 3/26/2008 28 4.00 12.57 H -FC 3/26/2008 28 4.00 12.57 I -FC 0 4.00 12.57 J -FC 0 4.00 12.57 Remarks: TYPES OF FRACTURE R A P\ Type 1 Type 2 Typo 3 Copies to: , a Type Typo 6 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03/20/08GMT -04 Pg 02 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503-620-2748 TeStLW:. L T :. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12863 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 8:25 AM Location of Sample: AT NE DIAGONAL COLUMN FOOTING ALONG PERIMETER Supplier: GLACIER Truck Number: 275 Ticket Number. 129851 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 7:40 AM Time Placed: Batch Size: 10. yds . Slump: 4.5 in. Air Content: 1. % Concrete Temp: 62 ° F Ambient Temp: 45 ° F Water Added: Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 67110 4.00 12.57 5340 107% Cn B 3/19/2008 28 96590 4.00 12.57 7690 154% Cn C 3/19/2008 28 97920 4.00 12.57 7790 156% Cn D -H 0 4.00 12.57 H 0 4.00 12.57 - /C j 2/27/2008 7 55360 4.00 12.57 ( 88% Cn G - F /C 3/19/2008 28 64670 4.00 12.57 5150 103% Cn H -F /C 3/19/2008 28 69650 4.00 12.57 5540 111% Cn I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type? Typo 2 Type 3 Copies t0: .1 Type4 Type S Type 6 Reported by: _ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03!03 /08GMT -05 Pg 09 -12 7409 SW Tech Center Dr. Ste. 145 v Tigard, OR 97223 d=h Ph: 503 - 443 -3799 Fax: 503-620-2748 eus REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12868 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 8:25 AM Location of Sample: AT NE DIAGONAL COLUMN FOOTING ALONG PERIMETER Supplier: GLACIER Truck Number: 275 Ticket Number: 129851 Mix Number: 0765 Design. Strength: 5000 psi Time Batched: 7:40 AM Time Placed: Batch Size: 10. yds . Slump: 4.5 in. Air Content: 1. % Concrete Temp: 62 ° F Ambient Temp: 45 ° F Water Added: Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 67110 4.00 12.57 5340 107% Cn R 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 2/27/2008 7 4.00 12.57 G -F /C 3/19/2008 28 4.00 12.57 H -F /C 3/19/2008 28 4.00 12.57 I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE / )\A IN Type 1 Type 2 Type 3 Copies to: fl ' Type 4 Type 5 Type 6 Reported by: �'--� Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03/20/08GMT -04 Pg 03 -12 ru 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 �"' "` Ph: 503 - 443 -3799 Fax 503- 620 -2748 OM TE9f%G A1: REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12869 Project: 3.0 MG RESERVOIR {f2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 8:50 AM Location of Sample: AT 2ND SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 109 Ticket Number: 129872 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 8 : 15 AM Time Placed: Batch Size: 9.5 vds. Slump: 5.0 in Air Content: 2.1 % Concrete Temp: 70 ° F Ambient Temp: 45 ° F Water Added: 5 gal Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 _ _ Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 65620 4.00 12.57 5220 104% Cn B 3/19/2008 28 97280 4.00 12.57 7740 155% Cn C 3/19/2008 28 98000 4.00 12.57 7800 156% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE I 1 A Iii 'WI 1 Typ.3 Copies to: \ Type4 Type 5 TWO _ / „ Reported by: , / Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03103108GMT -05 Pg 02 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503-620-2748 TesnwA+r REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12869 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 8:50 AM Location of Sample: AT 2ND SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier GLACIER Truck Number: 109 Ticket Number: 129872 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 8:15 AM Time Placed: Batch Size: 9.5 yds . Slump: 5.0 in. Air Content: 2.1 % Concrete Temp: 70 ° F Ambient Temp: 45 ° F Water Added: 5 gal . Technician: D . ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter . Area Strength Design Fracture A 2/27/2008 7 65620 4.00 12.57 5220 104% Cn B 3/19/2008 28 4.00 1 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1 /\ iTI Typal Type2 Type 3 Copies to: Type 4 Type S Type b Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03/03/08GMT -05 Pg 08 -12 WILT SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 - 443 -3799 Fax: 503-620-2748 1,371Z REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12875 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MUJRCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 12:10 PM Location of Sample: 8TH SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 145 Ticket Number: 130037 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 11: 40 AM Time Placed: Batch Size: 10 yds. Slump: 4.0 in. Air Content: 1. I Concrete Temp: 63 °F Ambient Temp: 55 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 69910 4.00 12.57 5560 111% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 I II 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type 7 Type 2 Type 3 Copies to: Typo 4 Type 5 Type 6 j Reported by: /�'�� Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03/20/08GMT -04 Pg 10 -12 ALI 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 e" Ph: 503 -443 -3799 Fax: 503 -620 -2748 rrsrew L C. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12876 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCH =SON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 1:25 PM Location of Sample: 1, 2, 3RD SQUARE BOX FOOTINGS ALONG NW SLAB Supplier: GLACIER Truck Number: 274 Ticket Number: 130052 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 12 : 00 PM Time Placed: Batch Size: 10.5 yds . Slump: 4.75 in. Air Content: Concrete Temp: 70 ° F Ambient Temp: 55 ° F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture ., 2/27/2008 7 58010 4.00 12.57 4620 92% Cn B 3/19/2008 28 95150 4.00 12.57 7570 151% Cn C 3/19/2008 28 94160 4.00 12.57 7490 150% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 6 11"/ Remarks: TYPES OF FRACTURE M 1 A \ RI Type 1 Type 2 Typo 3 Copies to: \ [ 7 Type 4 Type 5 Typo 8 Reported by: _ /(:/ Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03103/08GMT -05 Pg 10 -12 7409 SW Tech Center Dr. Ste. 145 �m Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 ear revue ne REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12876 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 1:25 PM Location of Sample: 1, 2,D SQUARE BOX FOOTINGS ALONG NW SLAB, Supplier. GLACIER J Truck Number: 274 Ticket Number: 130052 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 12:00 PM Time Placed: Batch Size: 10.5 yds . Slump: 4.75 in. Air Content: Concrete Temp: 70 ° F Ambient Temp: 55 ° F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date A. - Load Diameter Area Strength Design Fracture A 2/27/2008 4100 58010 4.00 12.57 4620 92% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE PI 1111 Type 7 Type 2 Type 3 Copies to: Type4 Type Type Reported by: /` • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03/20/08GMT-04 Pg 09 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 � 'Y"" Ph: 503-443-3799 Fax: S03-620-2748 et. REPORT OF CONCRETE E C ■ LINDER TES ■ Project Number: 07 -1735 Report Number: 12875 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 12:10 PM Location of Sample: 8TH SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 145 Ticket Number: 130037 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 11: AM Time Placed: Batch Size: 10 yds. Slump: 4.0 in. Air Content: 1. % Concrete Temp: 63 O F Ambient Temp: 55 ° F Water Added: Technician: D ONTIVEROS' LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 69910 4.00 12.57 5560 111% Cn B 3/19/2008 28 88610 4.00 12.57 7050 141% Cn C 3/19/2008 28 85850 4.00 12.57 6830 137% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 yid-. Remarks: TYPES OF FRACTURE RI )\ 7 1111 Type l Type 2 Type 3 Copies to: P. , Type 4 Type 5 Type 5 Reported by: / Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03/20/08GMT -04 Pg 08 -12 .v 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 • Ph: 503 -443 -3799 Fax: 503-620-2748 au ran.% mc. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12874 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2C08 Time Sampled: 11:40 AM Location of Sample: 8TH SQUARE FOOTING ALONG PERIMETER FROM NORTH Supplier: GLACIER Truck Number: 81 Ticket Number: 130017 Mix Number: 07 65 Design Strength: 5000 psi Time Batched: 11: 05 AM Time Placed: Batch Size: 9.5 yds. Slump: 4.0 in. Air Content: 1. 5 Concrete Temp: 63 ° F Ambient Temp: 55 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 68390 4.00 12.57 5440 109% Cn B 3/19/2008 28 103330 4.00 12.57 8220 164% Cn C 3/19/2008 28 98800. 4.00 12.57 7860 157% Cn D -H 0 4.00 12.57 0 4.00 12.57 F -F/ 2/27/2008 7 52510 4.00 12.57 4180 84% Cn F/C 3/19/2008 28 68780 4.00 12.57 5470 109% Cn H - /C 3/19/2008 28 67880 4.00 12.57 5400 108% Cn I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE N /k , /\ 1, Typel Type 2 Type 3 Copies to: \ f Type4 Type5 Type6 Reported by: Fm:(503)620-2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03103/08GMT -05 Pg 07 -12 .ru 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 d=r.m Ph: 503- 443 -3799 Fax: 503-620-2748 OILS REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12874 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 Sw HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 11: 40 AM Location of Sample: 8TH SQUARE FOOTING ALONG PERIMETER FROM NORTH Supplier: GLACIER Truck Number: 81 Ticket Number: 130017 Mix Number: 0765 Design Strength: 500 0 psi Time Batched: 11:05 AM Time Placed: Batch Size: 9.5 yds . Slump: 4.0 in. Air Content: 1. % Concrete Temp: 63 ° F Ambient Temp: 55 ° F Water Added: Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 68390 4.00 12.57 5440 109% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E - H 0 4.00 12.57 2/27/2008 7 52510 4.00 12.57 01, 84% Cn 3/19/2008 28 4.00 12.57 H -F /C 3/19/2008 28 4.00 12.57 I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1% A J UI4{ Typel Type2 Type3 Copies to: _ Type4 Types Type 5 Reported by: ,4Z22— Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03!20 /08GMT -04 Pg 07 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503.620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12873 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 10:52 AM Location of Sample: 6TH SQUARE FOOTING FROM NORTH ALONG PERIMETER Supplier: GLACIER Truck Number: 251 Ticket Number: 129958 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 10:05 AM Time Placed: Batch Size: 10. yds. Slump: 4.0 in. Air Content: 1.8 Concrete Temp: 62 ° F Ambient Temp: 50 °F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 67910 4.00 12.57 5400 108% Cn B 3/19/2008 28 96190 4.00 12.57 7650 153% Cn C 3/19/2008 28 103900 4.00 12.57 8270 165% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE Mk IN Type 1 Typo 2 Type 3 Copies to: Type 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03/03/08GMT -05 Pg 06 -12 • uv 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 41'0172' Ph: 503 - 443 -3799 Fax: 503 -620 -2748 REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12873 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHTSON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 10: 52 AM Location of Sample: 6TH SQUARE FOOTING FROM NORTH ALONG PERIMETER Supplier: GLACIER. Truck Number: 251 Ticket Number: 129958 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 10 : 05 AM Time Placed: Batch Size: 10. yds . Slump:4.0 in. Air Content: 1.8 Concrete Temp: 62 ° F Ambient Temp: 50 ° F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 67910 4.00 12.57 5400 108% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1 11 TYPe 1 Type 2 TYPc 3 Copies to: r 1 Type 4 Type 5 Type 6 Reported by: A456-- Fm:(503)620-2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03 /20 /08GMT -04 Pg 06 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503 -443 -3799 Fax: 503 -620 -2748 01L1 1WAG Al REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12872 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 10:15 AM Location of Sample: 5Tt -i SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 81 Ticket Number: 129934 Mix Number: 0765 Design Strength: 500C psi Time Batched: 9:35 AM Time Placed: Batch Size: 9.5 yds. Slump: 5.0 in. Air Content: 1.8 % Concrete Temp: 63 ° F Ambient Temp: 50 ° F Water Added: 5 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 70400 4.00 12.57 5600 112% Cn B 3/19/2008 28 109740 4.00 12.57 8730 175% Cn C 3/19/2008 28 98550 4.00 12.57 7840 157% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 -F/ 2/27/2008 7 50440 4.00 12.57 4010 80% Cn -F/C 3/19/2008 28 67520 4.00 12.57 370 107% Cn H -F /C 3/19/2008 28 70360 4.00 12.57 5600 112% Cn I -F /C 0 4.00 12.57 J - /C 0 4.00 12.57 Remarks: TYPES of FRACTURE M1'ijiL1i Type 1 Typo 2 Type 3 Copies to: \ ' Type 4 Type 6 Typo 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03/03/08GMT -05 Pg 05 -12 7409 SW Tech Center Dr. Ste. 145 e Tigard, OR 97223 Ph: 503 - 443 -3799 Fax 503 - 620 -2748 rrirwG, NT REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12872 Project 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 10: 15 AM Location of Sample: 5TH SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 81 Ticket Number: 129934 Mix Number: 07 65 Design Strength: 5000 psi Time Batched: 9:35 AM Time Placed: Batch Size: 9.5 yds. Slump: 5.0 in. Air Content: 1.8 % Concrete Temp: 63 °F Ambient Temp: 50 ° F Water Added: 5 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 70400 4.00 12.57 5600 112% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 D -H 0 4.00 12.57 E -H 0 4.00 12.57 F -F /C 2/27/2008 7 50440 4.00 12.57 4010 80% Cn C 3/19/2008 28 4.00 12.57 H -F /C 3/19/2008 28 4.00 12.57 I -F /C 0 4.00 12.57 J -F /C 0 4.00 12.57 Remarks: TYPES OF FRACTURE NF1 Type t Type 2 Type 3 Copies to: Type 4 Type 5 Type 6 Reported by: Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03120108GMT -04 Pg 05 -12 av 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 G""E" Ph: 503- 443 -3799 Fax: 503-620-2748 rexn 4 ea'. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12871 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 9:50 AM Location of Sample: 4TH SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 145 Ticket Number: 129917 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 9:05 AM Time Placed: Batch Size: 10 yds. Slump: 5.0 in. Air Content: 1. % Concrete Temp: 62 'F Ambient Temp: 50 ° F Water Added: 5 gal Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 67500 4.00 12.57 5370 107% Cn B 3/19/2008 28 98610 4.00 12.57 7850 157% Cn C 3/19/2008 28 87820 4.00 12.57 6990 140% Cn D -H 0 4.00 12.57 E -H 0 4.00 12.57 e Remarks: TYPES OF FRACTURE )\R Typel Type 2 Ty 3 Copies to: Type4 Type 5 NAB Reported by: 6!7 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03103108GMT -05 Pg 04 -12 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 Ph: 503-443-3799 Fax: 503 -620 -2748 TE%YIAGLV[ REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12871 Project: 3.0 MG RESERVOIR #2 Client: CITY OE' TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 9:50 AM Location of Sample: 4TH SQUARE FOOTING FROM NORTH ALONG DIAMETER Supplier: GLACIER Truck Number: 145 Ticket Number: 129917 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 9:05 AM Time Placed: Batch Size: 10 yds. Slump: 5.0 in . Air Content: 1.8 % Concrete Temp: 62 ° F Ambient Temp: 50 ° F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 67500 4.00 12.57 5370 107% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 6 14.' D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTURE 1 )\R RI Type 1 Type 2 '41) Copies to: Type 4 Type 5 'NW 'S Reported by: /6 Fm:(503)620 -2748 ACS Testing Inc. To:3.0 MG Reservoir #2 (15036243681) 16:39 03 /20 /08GMT -04 Pg 04 -12 7409 SW Tech Center Dr. Ste. 145 Y " "' Tigard, OR 97223 Ph: 503- 443 -3799 Fax: 503 - 620 - 2748 resnae. rrr. REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12870 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MUJRCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 9:25 AM Location of Sample: AT 3RD SQUARE FOOTING FROM NORTH ALONG PERIMETER Supplier: GLACIER Truck Number: 416 Ticket Number: 129895 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 8:45 AM Time Placed: Batch Size: 11 yds. Slump: 5.0 in. Air Content: 2.0 % Concrete Temp: 63 °F Ambient Temp: 45 ° F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 68170 4.00 12.57 . 5420 108% Cn B 3/19/2008 28 96900 4.00 12.57 7710 154% Cn C 3/19/2008 28 88590 4.00 12.57 7050 141% Cn D -H 0 4.00 12.57 E - 0 4.00 12.57 Remarks: TYPES OF FRACTURE MN AR 11 Type Type 2 Type 3 Copies to: \ I J Type 4 Type 5 Type 6 Reported by: 5 / Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir #2 (15036243681) 12:57 03 /03 /08GMT -05 Pg 03 -12 xuu 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 d=wm Ph: 503 -443 -3799 Fax: 503 -620 -2748 T1$TAT REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12870 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 13125 SW HALL BLVD TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS C31 Date Placed: 2/20/2008 Time Sampled: 9:25 AM Location of Sample: xi' 3RD SQUARE FOOTING FROM NORTH ALONG PERIMETER Supplier: GLACIER Truck Number: 416 Ticket Number: 129895 Mix Number: 0765 Design Strength: 5000 psi Time Batched: 8:45 AM Time Placed: Batch Size: 11 yds. Slump: 5.0 in. Air Content: 2.0 % Concrete Temp: 63 ° F Ambient Temp: 45 ° F Water Added: 5 gal. Technician: D. ONTIVEROS LABORATORY TEST RESULTS C39 Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 2/27/2008 7 68170 4.00 12.57 5420 108% Cn B 3/19/2008 28 4.00 12.57 C 3/19/2008 28 4.00 12.57 0) D -H 0 4.00 12.57 E -H 0 4.00 12.57 Remarks: TYPES OF FRACTUR MN AA 3] Typal Type 2 Type 3 Copies to: Type 4 Type 5 Type 6 Reported by: Fm :(503)620 -2748 ACS Testing Inc. To:3.0 MG RESERVOIR #2 (15036243681) 18:25 02119/08GMT -05 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 Tigard, OR 97223 G,cvTC Ph: 503 -443 -3799 Fax: 503 -620 -2748 ens REPORT OF CONCRETE CYLINDER TEST Project Number: 07 - 1735 Report Number: 12606 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 8777 SW BURNHAM TIGARD, OR 97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS (AASHTO T 23) Date Placed: 12/14/2007 Time Sampled: 11: AM Location of Sample: IN /OUT WASHDOWN PIPE & ADJACENT THRUST BLOCK Supplier. GLACIER Truck Number: 67 Ticket Number: 117876 Mix Number: 0766 Design Strength: 4000 psi Time Batched: 10: AM Time Placed: Batch Size: 9.5 yds. Slump: 6 in. (AASHTO T119) Air Content: 5 % (AASHTO T 152) Concrete Temp: 62 ° F Ambient Temp: 40 ° F Water Added: 0 gal . Technician: D ONTIVEROS LABORATORY TEST RESULTS (AASHTO T 22) Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 12/21/2007 7 63180 4.00 12.57 5030 126% Cn B 1/11/2008 28 8D900 4.00 12.57 6440 161% Cn C 1/11/2008 28 86620 4.00 12.57 6890 172% Cn D -HOLD 0 4.00 12.57 Remarks: TYPES OF FRACTURE Type 1 Type 2 Type 7 Copies to: r Typc 4 Type 5 Type 5 Reported by: Doug Esq vel Laboratory Supervisor • Fm:(503)620 -2748 ACS Testing Inc. To:3.0 mg reservoir (15036243681) 18:04 01/28108GMT -05 Pg 02 -02 7409 SW Tech Center Dr. Ste. 145 vMU Tigard, OR 97223 Ph: 503-443- 7 3 99 Fax: 503- 620 -2748 au TWIG. fir REPORT OF CONCRETE CYLINDER TEST Project Number: 07 -1735 Report Number: 12629 Project: 3.0 MG RESERVOIR #2 Client: CITY OF TIGARD Address: 8777 SW BURNHAM TIGARD, OR'97223 Attn: ROB MURCHISON, P.E. FIELD TEST CONDITIONS AND RESULTS (MSHTO T 23) Date Placed: 12/21/2007 Time Sampled: 1:00 PM Location of Sample: INLET /OUTLET TOP 2/3 FOUNDATION & SLAB LEVEL Supplier: GLACIER Truck Number: 4 00 Ticket Number: 119237 Mix Number: 0766 Design Streng . o o psi Time Batched. Time Placed: Batch Size: 11 yds. Slump: 4.75 in. ( AASHTO T 119) Air Content 3.0 % (AASHTO T 152) Concrete Temp: 71 °F Ambient Temp: : 4 5 ° F Water Added: 0 gal. Technician: D ONTIVEROS LABORATORY TEST RESULTS (AASHTO T 22) Test Percent of Type of Specimen Date Age Load Diameter Area Strength Design Fracture A 12/28/2007 7 69000 4.00 12.57 5490 110% Cn B 1/18/2008 28 85120 4.00 12.57 6770 135% Cn C 1/18/2008 28 85010 4.00 12.57 6760 135% Cn D -HOLD 0 4.00 12.57 Remarks: TYPES OF FRACTURE M �A P11 Type t Type 2 Type 3 Copies to: n Typo 4 Typo 5 Typ. 6 Reported by: Doug ` �uivel Labor Supervisor