Loading...
Coppell Industrial-LR010710 (~EOTECHNICAL AND ~ R O U F~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 142 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 07-10-01 Addison, Texas 75001 TECHNICIAN: W. Eberhardt ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number I Location I Quantity Represented 1 Piers: A-25 and N-25 30/30 Design Information Source of Concrete I Mix Identification I Specified Strength p.s.i. Potter 9337 3000 Test Results Set I Cy,inderI I Age@ I Tota, Load J Compressive I Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 0334 07-17-01 7 100360 3550 0334 08-07-01 28 0334 08-07-01 28 Cylinder Data SetI Cylinder Timeof ] J Concrete Air Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 0334 6.00 2:30PM 101 93 N/A 612804 Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden REED ENGINEERING GROUP, INC. (1) C.D.Henderson, Inc./ Mr. Jason Nunley Original Signed By (1) AECC, Inc./Mr. Fran Carter (1) Haynes Whayley Associates, Inc./ Keith Atkins Mr. Kent Penrod KEA/je (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Potter Concrete/Mr. Brant Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt 2424 STUTZ DR. · SUITE 400 · DALLAS, TX 75235 · -~_: [214] 350 5600 · FAX [214] 350 0019 GEOTECHNICAL AND ENVIRONMENTAL CONSULTANTS I CONCRETE CYLINDER TEST REPORT TradePoint One Bethel Road and Royal Lane Coppell, Texas REPORTED TO: CP-Coppell Industrial, Ltd. REPORT NO. 143 c/o Champion Partners, Ltd. REG PROJECT NO. 7394 15601 Dallas Parkway, Suite 100 SAMPLE DATE: 07-10-01 Addison, Texas 75001 TECHNICIAN: H. Johnson ATTN: Mr. Kerry Burden CONTRACTOR: C.D. Henderson, Inc. Location of Sample Set Number I Location I Quantity Represented I Floor slab: E to F and 10 to 11 10/300 2 Floor slab: F to G and 9 to 10 110/300 3 Floor slab: G to H and 9 to 10 210/300 Design Information I Source of Concrete I Mix Identification I Specified Strength p.s.i. I Potter 9349 4000 Test Results Set [Cylinder Age@ TotalLoad [ CompressiveI Average No. ID Date Tested Test lbs. Strength p.s.i. Strength p.s.i. 1 0347 07-17-01 7 86900 3080 0347 08-07-01 28 0347 08-07-01 28 2 0348 07-17-01 7 91370 3230 0348 08-07-01 28 0348 08-07-01 28 3 0349 07-17-01 7 92260 3260 0349 08-07-01 28 0349 08-07-01 28 Cylinder Data Set I Cylinder [ Timeof I Concrete Air I Ticket No. ID Slump Sample Air Temp. Temp. Entrainment Number 1 0347 5.00 7:35AM 79 83 N/A 612772 2 0348 5.50 8:30AM 81 85 N/A 612782 3 0349 6.00 9:40AM 81 86 N/A 612792 Mail Submitted by: Distribution: (1) Champion Partners, Ltd./ Mr. Kerry Burden (1) C.D.Henderson, Inc./ REED ENGINEERING GROUP, INC. Mr. Jason Nunley (1) AECC, Inc./Mr. Fran Carter Original Signed By (1) Haynes Whayley Associates, Inc./ Mr. Kent Penrod (1) City of Coppell/Mr. Larry Davis Keith Atkins (1) City of Coppell/Mr. Lee Stone KEA/je (1) Potter Concrete/Mr. Brant Cox Extranet Distribution: (1) Meinhardt & Quintana/ Mr. David Meinhardt 2424 STUTZ DR. · SUITE 400 · DALLAS. TX 75235 · -EL [214] 350 5600 * ~^X [214] 350 0019