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Park West CC(02-2)-LR060214
GEOTECHNICAL AND ~ J=~ r--1 kJ ~ ENVIRONMENTAL CONSULTANTS CONCRETE CYLINDER TEST REPORT Park West Commerce Center Beltline Road and Airline Road Coppell, Texas PO #5'126.0103P REPORTED TO: Cadence McShane Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Bobby Paret CONTRACTOR: Cadence McShane Corporation REPORT NO. 224 REG PROJECT NO. 12468 SAMPLE DATE: 02-07-06 TECHNICIAN: M. Silva PAGE: 1 of 1 Location of Sample Set N~mber I Location I Quantity Represented Sidewalk: 40'N, 10'E from SE corner of Bldg. A 10/30 Design Information t Source of Concrete I Mix Identification TXI 8271 Specified Strength p.s.i. 3000 Test Results Set Cylinder No. ID Date Tested Age @ Total Load Test lbs. 1 8301 02-14-06 7 70300 8301 03-07-06 28 8301 03-07-06 28 8301 Hold H Compressive Average Strength p.s.i. Strength p.s.i. 249O Cylinder Data Set Cylinder Time of Concrete Air Ticket No. I ID Slump Sample Air Temp. Temp. Entrainment Number 1 8301 4.25 10:45AM 62 60 3.8 201256 Mail Distribution: (1) Cadence McShane Corporation/ Mr. Bobby Paret (1) Commerce Construction Co., LP/ Mr. Rick Wyly (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Northwestern Investment Mgmt./ Mr. Ernest Willmore (1) Stewart Consulting Associates/ Mr. Mike Smith Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Arthur Etherly, Ill Manager, CMT AE/Inc 2424STUTZ DR. · SUITE400 · DALLAS, TX 75235 · T~L [2141350 5600 ' F^X [214] 3500019 ENVIRONMENTAL CONSUL~ REPORT OF REINFORCING STEEL PLACEMENT OBSERVATION Park West Commerce Center '""'"'l~"~[~l~e Road and Airline Road Coppell, Texas 'l REPORTED TO: Cadence McShane Corporation 14860 Montfort Drive, Suite 270 Dallas, Texas 75254 ATTN: Mr. Bobby Paret CONTRACTOR: Cadence McShane Corporation REPORT NO. 212 REPORT DATE: 02-14-06 REG PROJECT NO. 12468 DATE OBSERVED: 01-26-06 TECHNICIAN: L. Rivera PAGE: 1 of 1 [ Items Observed: ] Paving: 43-85'N and 0-72'E from S.E. corner of Building B. Paving: 249-253'E, 52-77'E, 4-24'N, 0-9'E, 4-24'N and 0- 38'W from N.W. corner of Building A. Paving: 4-24'N, 0-71'E, 4-24'N, 0-46'W, 4-24'N and 61- 100'W from N.E. corner of Building B. [ Reference Plans or Notes Used: I Sheet C5.1-3 ~-lThere were no deviations noted. The reinforcing steel placed at the above referenced locations was observed with respect to the referenced portions of the contract documents. Mail Distribution: (1) Cadence McShane Corporation/ Mr. Bobby Paret (1) Commerce Construction Co., LP/ Mr. Rick Wyly (1) City of Coppell/Mr. Larry Davis (1) City of Coppell/Mr. Lee Stone (1) Northwestern Investment Mgmt./ Mr. Ernest Willmore (1) Stewart Consulting Associates/ Mr. Mike Smith Submitted by: REED ENGINEERING GROUP, LTD. Original Signed By Ronald F. Reed, P.E. BW/rs 2424 STUTZ DR. - SUITE 400 - ©ALLAS, TX 75235 · TEL [214] 350 $600 · ~^x [214] 3500019