CF-Fire Station 1-LR090130
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CONSULTING SERVICES, INC.
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351-5633 Fax (214) 351-5680
Concrete Testing Report
Project Name: Fire Station Storage Building
Client Name: City of Coppell
GME Project No.:
Date:
08.05.0268-0031
01/30/09
FIELD TEST DATA
Location of Pour When Sampled: Paving - 1 O'N & 5'W of northwest comer existing fire station.
Contractor: J amail & Smith Construction Supplier/Plant: Southern Star # 125
Sampled By: Hugh Dacus Delivery Ticket No.: 1446046
Time Batched: 1 :22 p.m. Sampled: 1 :57 p.m. Truck No: 9031 Mix ID No.: 7754
Temperature: Air: 620 Concrete: 620 Load Size (cu. yds.):-1L Total Pour (cu. yds.): 10/50
Slump (inches):
4.5
Air Content (%): A..L Water Added on Site: 20 gallons*
Specimen Type: Cylinders Test Method: ASTM C-39 x , ASTM C-1231 , ASTM C-617
Set No. Lab No. Type Cure Date Tested Age in Days Failure Load Specimen Are: Compressive
(Ibs. ) (sq. in.) Strength (PSI)
1 C-6855 Lab 02/06/09 7 125,400 28.27 4435
1 C-6856 Lab 02/27/09 28 28.27
1 C-6857 Lab 02/27/09 28 28.27
1 C-6858 Lab H 28.27
SPECIFIED STRENGTH 4000 psi
COMPRESSIVE STRENGTH TEST RESULTS
Remarks: *water added by contractor
rCylinders stored inside the fire station.l
Briefing: Reference GME report # 08 05 0268 0030
Travel Time:
GME Representative: Hugh Dacus
Reviewed By: nmc ~ _./~ ~
Time on Job:
Distribution:
City ofCoppelI
Jamai1 & Smith Construction
Reporting:
Total Time:
CONSULTING SERVICES, INC.
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351-5633 Fax (214) 351-5680
Reinforcing Steel Observation Report
Project Name: Fire Station Storage Building
Client Name: City of Coppell
Contractor: Jamail & Smith Construction
GME Job No:
08.05.0268-0030
01110/09
Date:
GME Representative:
Hugh Dacus
Reinforcing steel placement was visually observed for compliance with construction documents at the
following locations.
Paving - from the existing paving and building north and west to the new storage building
Reference documents: Sheet(s) A3.3
Reinforcing steel observed at the above locations complied with the construction documents for the following:
Yes No Yes No
Size and Location X Adequate Ties X
Grade (strength) X Supports X
Splice (lapping) X Bars Clean X
Spacing X Number X
Clearance X Drape Height N/A
Items not meeting these criteria or construction documents as described below:
Briefing:
Travel Time:
Time on Job:
Distribution:
1.00
2.25
City of Coppell
Jamail & Smith Construction
Reporting:
Total Time:
3.25
Reviewed By: nmc ~?~ ~ GME Representative: Hugh Dacus
CONSULTING SERVICES, INC.
2530 Electronic Lane, Suite 710
Dallas, Texas 75220
Phone (214) 351-5633 Fax (214) 351-5680
Concrete Testing Report
Project Name: Fire Station Storage Building
GME Project No.:
Date:
08.05.0268-0031
01/30/09
Client Name: City of Coppell
FIELD TEST DATA
Location of Pour When Sampled: Paving - 1 O'N & 5'W of northwest comer existing fire station
Contractor:
Jamail & Smith Construction
Hugh Dacus
Time Batched:
1 :22 p.m.
Sampled:
1 :57 p.m.
Supplier/Plant: Southern Star # 125
Delivery Ticket No.: 1446046 '
Truck No: 9031 Mix ID No.: 7754
Load Size (cu. yds.):~ Total Pour (cu. yds.): 10/50
Water Added on Site: 20 gallons*
Sampled By:
Temperature: Air:
Slump (inches):
620
Concrete: 620
4.5
Air Content (%): A..L
Specimen Type: C linders Test Method: ASTM C-39 x , ASTM C-1231 , ASTM C-6l7
Set No. LabNo. Type Cure 'Date Tested Age in Days Failure Load Specimen Are: Compressive
'" , " Strength (psi)
" ," , (lbs.) (Sq. in.)
" " , , "
1 C-6855 Lab 02/06/09 7 125,400 28.27 4435
1 C-6856 Lab 02/27/09 28 161,870 28.27 5725
1 C-6857 Lab 02/27/09 28 162,710 28.27 5754
1 C-6858 Lab H 28.27
I SPECIFIED STRENGTH 4000 psi
COMPRESSIVE STRENGTH TEST RESULTS
Remarks: *water added by contractor
rCylinders stored inside the fire station.l
Briefing: Reference GME report # 08 05 0268 0030
Travel Time:
GME Representatil2_:~
Reviewed By: nm ~
Time on Job:
Distribution:
City of Coppell
Jamail & Smith Construction
Reporting:
Total Time: