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Coppell Industrial-LR020423 GEOTECHNICAL AND r~ i=~ r'l U ~ ENVIRONHENTAL CONSULTANTS GONGRETE GYLINDER TEST REPORT : h': TradePointOne,,, ,. --- /-'~i~ :,' .Bethel Road~andRoyal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. c/o Champion Partners, Ltd. 15601 Dallas Parkway, Suite 100 Addison, Texas 75001 ATTN: Mr. Jim Stewart C:D. Henderson, Inc. REPORT NO. 223 REG PROJECT NO. 7394 SAMPLE DATE: 04-23-02 TECHNICIAN: A. Cervantes CONTRACTOR: Location of Sample Set Number I Location I Quantity Represented 1 Paving: 320'N, 50'W of S.W. building corner 70/750 2 Paving: 390'N, 15'W of S.W. building corner 190/750 3 Paving: 430'N, 78'W of S.W. building corner 270/750 4 Paving: 495'N, 22'W of S.W. building corner 390/750 5 Paving: 520'N, 25'W of S.W. building corner 460/750 6 Paving: 545'N, 5'W of S.W. building corner 570/750 7 Paving: 578'N, 33~N of S:W. building comer . - 640/750 8 Paving: 590'N, 80~N of'S.W, building corner 710/750 Design Information : :1 : .: :d: ~ r ~ ' I Source of Concrete I Mix Identification I Specified Strength p.$.i. LMC 842 4000 Test Results Set CylinderI I Age~ Total Load I CompressiveI No. ID Date Tasted Test lbs. Strength p.s.i. 1 9165 04-30-02 7 102530 3630 9165 05-21-02 28 9165 05-21-02 28 9165 Hold H 2 9166 04-30-02 7 99070 3510 9166 05-21-02 28 9166 05-21-02 28 9166 Hold H 3 9167 04-30-02 7 99060 3510 9167 05-21-02 28 9167 05-21-02 28 9167 Hold H 4 9168 04-30-02 7 103220 3650 9168 05-21-02 28 9168 05-21-02 28 9168 Hold H Average Strength p;s.i. 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 * TEL [214] 350 5600" FAX [214] 350 0019 No. ID Date Tested Test lbs. 5 9169 04-30-02 7 86300 9169 05-21-02 28 9169 05-21-02 28 9169 Hold H 6 9170 04-30-02 7 9170 05-21-02 28 9170 05-21-02 28 9170 Hold H 7 9171 04-30-02 7 9171 05-21-02 28 9171 05-21-02 28 9171 Hold H 8 9172 04-30-02 7 9172 05-21-02 28 9172 05-21-02 28 9172 Hold H 87860 88500 92080 Compressive Strength p.s.i. I Average Strength p.e.L 3050 3110 3130 3260 Cylinder Data Set Cylinder I I Timeof No. ID Slump Sample 1 9165 5.75 2:35AM 2 9166 5.50 4:00AM 3 9167 5.00 4:55AM 4 9168 4.75 5:52AM 5 9169 5.00 7:40AM 6 9170 4.50 8:35AM 7 9171 5.25 10:30AM 8 9172 5.00 11:20^M Concrete Air Temp. Temp. I Air I Ticket Entrainment Number 67 78 5.2 6173496 67 80 4.5 N/A 69 74 4.8 N/A 67 73 5.6 N/A 66 78 4.4 N/A 69 75 3.9 N/A 70 79 5.7 N/A 73 81 4.5 N/A Mail Distribution: (1)Champion Partners, Ltd./ Mr. Jim Stewart (1) C.D.Henderson, Inc./ Mr. Jason Nunley (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Garreth Campbell (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je GEOTECHNICALAND r~ F=i i'-11 I F=~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CONTRACTOR: CP-Coppell Industrial, Ltd. c/o Champion Partners, Ltd. 15601 Dallas Parkway, Suite 100 Addison, Texas 75001 ATTN: Mr. Jim Stewart C.D. Henderson, Inc. REPORT NO. 223 REG PROJECT NO. 7394 SAMPLE DATE: 04-23-02 TECHNICIAN: A. Cervantes Location of Sample Set Number I Location I Quantity Represented Paving: 320'N, 50'W of S.W. building corner 70/750 Paving: 390'N, 15'W of S.W. building corner 190/750 Paving: 430'N, 78'W of S.W. building corner 270/750 Paving: 495'N, 22'W of S.W. building corner 390/750 Paving: 520'N, 25'W of S.W. building corner 460/750 Paving: 545'N, 5'W of S.W. building corner 570/750 Paving: 578'N, 33'W of S.W. building corner 640/750 Paving: 590'N, 80'W of S.W. building corner 710/750 Design Information l Source of Concrete I Mix Identification I Specified Strength p.s.i. LMC 842 4000 Test Results Set Cylinder Age @ J Total Load Compressive Average No. ID Date Tested Test I lbs. Strength p.s.i. Strength p.s.i. 1 9165 04-30-02 7 102530 3630 9165 05-21-02 28 128370 4540 9165 05-21-02 28 133710 4730 4640 9165 Hold H 2 9166 04-30-02 7 99070 3510 9166 05-21-02 28 124710 4410 9166 05-21-02 28 124910 4420 4420 9166 Hold H 3 9167 04-30-02 7 99060 3510 9167 05-21-02 28 115370 4080 9167 05-21-02 28 119140 4220 4150 9167 Hold H 4 9168 04-30-02 7 103220 3650 9168 05-21-02 28 122550 4340 9168 05-21-02 28 128700 4560 4450 9168 Hold H 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 SetNo. CylinderlID 5 9169 9169 9169 9169 6 9170 9170 9170 9170 Age@ Date Tested Test 04-30-02 7 05-21-02 28 05-21-02 28 06-18-02 56 Total Load lbs. 86300 99900 103140 Compressive Strength p,s.i. 3050 3540 3650 04-30-02 7 87860 3110 05-21-02 28 106800 3780 05-21-02 28 111540 3950 06-18-02 56 7 9171 04-30-02 7 88500 3130 9171 05-21-02 28 114470 4050 9171 05-21-02 28 118930 4210 9171 Hold H 8 9172 04-30-02 7 92080 3260 9172 05-21-02 28 118850 4210 9172 05-21-02 28 120010 4250 9172 Hold H Average Strength p.s.i. 36OO 387O 4130 4230 Cylinder Data Set Cylinder I Time of No. ID I Slump Sample 1 9165 5.75 2:35AM 2 9166 5.50 4:00AM 3 9167 5.00 4:55AM 4 9168 4.75 5:52AM 5 9169 5.00 7:40AM 6 9170 4.50 8:35AM 7 9171 5.25 10:30AM 8 9172 5.00 11:20AM Concrete Air Temp. Temp. Air Ticket Entrainment Number 67 78 5.2 6173496 67 80 4.5 N/A 69 74 4.8 N/A 67 73 5.6 N/A 66 78 4.4 N/A 69 75 3.9 N/A 70 79 5.7 N/A 73 81 4.5 N/A Mail Distribution: (1) (1) (1) (1) (1) (1) (1) Champion Partners, Ltd./ Mr. Jim Stewart C.D.Henderson, Inc./ Mr. Jason Nunley AECC, Inc./Mr. Fran Carter Haynes Whayley Associates, Inc./ Mr. Kent Penrod City of Coppell/Mr. Garreth Campbell City of Coppell/Mr. Lee Stone Potter Concrete/Mr. Brent Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS CONCR~ REPORT Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CONTRACTOR: CP-Coppell Industrial, Ltd. c/o Champion Partners, Ltd. 15601 Dallas Parkway, Suite 100 Addison, Texas 75001 ATTN: Mr. Jim Stewart C.D. Henderson, Inc. Location of Sample Set Number I Location Paving: 320'N, 50'W of S.W. building corner Paving: 390'N, 15'W of S.W. building corner Paving: 430'N, 78'W of S.W. building corner Paving: 495'N, 22'W of S.W. building corner Paving: 520'N, 25'W of S.W. building corner Paving: 545'N, 5'W of S.W. building corner Paving: 578'N, 33'W of S.W. building corner Paving: 590'N, 80'W of S.W. building corner REPORT NO. 223 REG PROJECT NO. 7394 SAMPLE DATE: 04-23-02 TECHNICIAN: A. Cervantes Quantity Represented 70/750 190/750 270/750 390/750 460/750 570/750 640/750 710/750 Design Information I Source of Concrete I Mix Identification LMC 842 Specified Strength p.s.i. 4OOO Test Results No. ID Date Tested Test lbs. Strength p.s.i. 1 9165 04-30-02 7 102530 3630 9165 05-21-02 28 128370 4540 9165 05-21-02 28 133710 4730 9165 Hold H 2 9166 04-30-02 7 99070 3510 9166 05-21-02 28 124710 4410 9166 05-21-02 28 124910 4420 9166 Hold H 3 9167 04-30-02 7 99060 3510 9167 05-21-02 28 115370 4080 9167 05-21-02 28 119140 4220 9167 Hold H 4 9168 04-30-02 7 103220 3650 9168 05-21-02 28 122550 4340 9168 05-21-02 28 128700 4560 9168 Hold H Average Strength p.s.i. 4640 4420 4150 4450 2424 STUTZ DR. · SUITE 400 * DALLAS, TX 75235 · TEL [214] 350 5600 · FAX [214] 350 0019 No. ID Date Tested Test lbs. 9169 04-30-02 7 86300 9169 05-21-02 28 99900 9169 05-21-02 28 103140 9169 06-18-02 56 118040 Compressive I Average Strength p.s.i. Strength p.s.i. 3050 3540 3650 3600 4180 9170 04-30-02 7 87860 3110 9170 05-21-02 28 106800 3780 9170 05-21-02 28 111540 3950 9170 06-18-02 56 115780 4100 9171 04-30-02 7 88500 3130 9171 05-21-02 28 114470 4050 9171 05-21-02 28 118930 4210 9171 Hold H 9172 04-30-02 7 92080 3260 9172 05-21-02 28 118850 4210 9172 05-21-02 28 120010 4250 9172 Hold H 3870 4130 4230 Cylinder Data Set Cylinder Time of I Concrete Air Ticket No. ID Slump Sample AirTemp.I Temp. Entrainment Number 1 9165 5.75 2:35AM 67 78 5,2 6173496 2 9166 5,50 4:00AM 67 80 4.5 N/A 3 9167 5.00 4:55AM 69 74 4.8 N/A 4 9168 4.75 5:52AM 67 73 5,6 N/A 5 9169 5.00 7:40AM 66 78 4.4 N/A 6 9170 4,50 8:35AM 69 75 3.9 N/A 7 9171 5.25 10:30AM 70 79 5.7 N/A 8 9172 5,00 11:20AM 73 81 4.5 N/A Mail Distribution: (1) Champion Partners, Ltd./ Mr. Jim Stewart (1) C.D.Henderson, Inc./ Mr. Jason Nunley (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Garreth Campbell (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brent Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt Submitted by: REED ENGINEERING GROUP, INC. Original Signed By Keith Atkins KEA/je