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Amberpoint BP 2R-LR060619
CONCRETE COMPRESSIVE STRENGTH TEST • 94051418 0408 l~erracon Report Number. Service Date: May 19, 2006 8901 Carpenter Fnnry, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date. June 19, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No.: 94051418 Material Information Specified Strength 3600 psi ~ 28 Days Batch Time 6 03am Plant: On-site Supplier Potter Concrete Truck No 102 Ticket No 101819 Mix I D No 7752 Water Added Onsite Before Test. OGallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Slump, inches: Air Content, Concrete Temperature, of Ambient Temperature,oF Plastic Unit Weight, pcf• Result 4 00 53 80 65 Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 1 1 6 00 28.27 2 6 00 28.27 3 6 00 28.27 4 Sample Information Date Cast: May 19, 2006 Time 6.20am Sampled by' Terry Smith Weather Conditions Clear Accumulative Yards 40 Placement Method Direct Discharge Sample Locations #27 loading door, E end 14' S Placement Location Pavement, S Side of Building #4 Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 05/26/2006 7 126,480 4,470 06/16/2006 28 148,270 5,240 06/16/2006 28 147,920 5,230 Average (28 Days) 5,240 07/14/2006 56 Comments: Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field strength samples ~ and cast compressive The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2 °'_"`~'°'"F"""° "°Y CONCRETE COMPRESSIVE STRENGTH TEST l~~rr~con • N b 94051418 0408 Report um er. Service Date: Ma 19, 2006 8901 Carpenter Frwy, Ste #100 Y Dallas, Texas 75247 (214) 630-1010 Client: Report Date: June 19, 2006 Transwestern Commercial Services Project: AmberPoint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No :94051418 Material Information Specified Strength 3600 psi cLD 28 Days Batch Time 7 18am Plant: On-site Supplier Potter Concrete Truck No 104 Ticket No 101826 Mix I D No 7752 Water Added Onsite Before Test: 0 Gallons Water Added Onsite After Test: 0 Gallons Field Test Data Test Result Slump, inches. 5 00 Air Content, % 4 8 Concrete Temperature, ~F 82 Ambient Temperature,oF 68 Plastic Unit Weight, pcf• Laboratory Test Data Set Specimen Diameter Area No. ID (inches) (sq. inches) 2 1 6 00 28.27 2 2 6 00 28.27 2 3 6 00 28.27 2 4 Sample Information Date Cast: May 19, 2006 Time 7 45am Sampled by~ Terry Smith Weather Conditions Clear Accumulative Yards. 110 Placement Method Direct Discharge Sample Locations: #22 loading door, E end 20' S Placement Location Pavement, S Side of Building #4 Specification 3-5 3-6 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Compressive Date Test Load Strength Tested (days) (Ibs) (psi) 05/26/2006 7 120,960 4,280 06/16/2006 28 135,440 4,790 06/16/2006 28 144,940 5,130 Average (28 Days) 4,960 07/14/2006 56 Comments• Not tested for plastic unit weight. Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples. Terracon Rep Terry Smith Report Distribution (1) Transwestern Commercial Services (1) TechniStructures (1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by' (1) City of Coppell 7X Hussein H. Abusaad, P.E. (1) O'Brien & Assoc Senior Project Manager The tests were pertormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 of 2 01-ACS/ROt-FUlun Key CONCRETE COMPRESSIVE STRENGTH TEST Report Number 94051418 0454 Service Date June 12, 2006 11~rracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 6~ 1010 Client. Transwestern Commercial Services Attn David Gunderson 5001 Spring Valley Rd Ste 600 W Dallas TX 75244 Report Date June 19, 20 Project Am oint Business Park ~utldings 4, 5 and 6 r 505 South Royal Lane Coppell, TX Project No. 94051418 Material Information Specified Strength 4600 psi @ 28 Days Batch Time 10.28am Piant 2 Supplier Potter Concrete Ltd Truck No 129 Ticket No 102221 Mix I D No 7723 Water Added Onsite Before Test 18 Gallons Field Test Data Test Result Slump, inches 5 00 Air Content, % 4 6 Concrete Temperature, of gg Ambient Temperature,°F g3 Plastic Unit Weight, pcf~ 144 Laboratory Test Data Set Specimen Diameter Area No ID (inches) (sq inches) 1 1 6 00 28 27 1 2 6 00 28.27 mate Tested 06/19/2006 06/19/2006 Test Method ASTM C143 ASTM C231 ASTM C1064 ASTM C1064 ASTM C138 Age at Maximum Comp Test i ,..,.~ ca,., 7 89,920 ,180 7 93,9 3,320 Aver 7 Days) 3,250 1 3 07/10/2006 28 1 4 07/10/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples * MARGINAL 7~tJAY STRENGTH RESULT; Sample lnformafion Date Cast: June 12, 2006 Time 10 53am Sampled by Daniel J Drogos Weather Conditions Hot Accumulative Yards 100/230 Placement Method Direct Discharge Sample Locations Location for Set #1, see attached sketch Placement Location Pavement (5-inch) located W side of Building #5 I ' G~` / The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 1 of 2 0~ 5K5RO,-F~~,e Kai CONCRETE COMPRESSIVE STRENGTH TEST Report Number 9405141$ 0454 Service Date June 12, 2006 lf~rracon 8901 Carpenter Frwy, Ste #100 Dallas, Texas 75247 (214) 630-1010 Client: Report Date June 19, 2006 Transwestern Commercial Services Project: Amberl'oint Business Park Attn David Gunderson Buildings 4, 5 and 6 5001 Spring Valley Rd Ste 600 W 505 South Royal Lane Dallas TX 75244 Coppell, TX Project No. 94051418 Material Information Specified Strength 4600 psi @ 28 Days Batch Time 11 48am Plant 2 Supplier Potter Concrete Ltd Truck No 120 Ticket No 102231 Mix I D No 7723 Sample Information Date Cast. June 12, 2006 Time 12.02pm Sampled by' Daniel J Drogos Weather Conditions Hot Accumulative Yards 200/230 Placement Method Direct Discharge Sample Locations Location for Set #2, see attached sketch Placement Location Pavement (5-inch} located W side of Building #5 Field Test Data Test Result Specification Test Method Slump, inches 4 75 3 - 5 ASTM C143 Air Content, % 4.2 3 - 5 ASTM C231 Concrete Temperature, of 90 ASTM C1064 Ambient Temperature,oF g8 ASTM C1064 Plastic Unit Weight, pcf• 145 6 ASTM C138 Laboratory Test Data Age at Maximum Compressive Set Specimen Diameter Area Date Test Strength No ID (inches) (sq inches) Tested (da {Ibs) (psi) 2 1 6 00 28 27 06/19/2006 7 111 3,960 - 2 2 6 00 28 27 06/19/2006 7 1,440 0 age (7 Days) 3,950 2 3 07/10/2006 28 2 4 07/10/2006 28 Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive strength samples Terracon Rep Daniel J Drogos Report Distribution (1} Transwestern Commercial Services (1) City of Coppell TX (1) City of Coppell TX (1) O'Brien 8 Assoc (1) TechniStructures (1) Rogers O'Brien Construction Co Reviewed by Hussein H. Abusaad, P.E. Senior Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. Page 2 Of 2 of sksmoi ~N~a Hey ~-HARRIER FRE£ RAAfP BARRIER FREE' RAMP~~ _ _ _ _ _ ZYP F11R 2 FYP FA4 2 _ ~y, o-~.~..a a c..a a r q _ 6 R k~l i'~5 h~fl~r ~ wr 15. f - ~ 5 - 1 e.tt'e~~a~:-x:a .air. e~unrn~a~7 ~ ~a 2 0 0 ~~ 'w° i~ c2 t~ o N~yy c~~ ~~~ U~~U .~~1iz =~'1~'`'c°a :~W 'e ~~ 3c N ti i ~j I~ l \' I ~~ i (~ i I ~ VJCRIES rte'---' I 1 I I ~~ i 1 1 ~N=17792.2303 ~N=1 T#537 2 6 93 8 9 I I ~ I E=11327.1640 I I o f -----r ----7-----~----- N=11 25.7285 ~}' ~E=11 44.1740 ~t...~ '1 ~~ t... 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