Huntington-LR 930426MAXIM ENGINEERS, INC.
Engineering and Ernironmental Consultants
2342 Fabens • P.O. Box 59902 • Dallas, TX 75229
(214) 247-7575 • FAX (214) 484-5804
CONCRETE CYLINDER TEST REPORT _ ~
Report Date 04/26/93 Sample Date 04/09/93
T° Centex Real Estate
Project # 0392002034
Project Huntington Ridge -Lots & Blocks -Coppell, Texas
contractor C. W. Young
Location of Placement Manhole, Utility Line C, station 1 + 02
Standard 6" X 12"
Area 28.27 Square inches
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~ L~lAL Sonrce, Design SSD Batch OTHER DATA
aril, Description Wts. (Lbs./Cu.Yd.)
Mix No.: $Q(j Concrete Supplier: Redl MIX Plant 1
Cement: Ticket No.: 18362 Truck No.: 143
Fly Ash: Time Batched: 12:38 pm Sampled: 1:17 pm
Coarse Aggregate:
70 F
Temperature (°F) Ambient: °
Concrete: 74°F
Fine Aggregate: Weather Conditions: Clear
Water Added: 7 gallons Batched: Entrained Air Content (4b): 4.5%
Admixtnres: Air entrained agent (ASTM C-231)
Specimen Number 'fie Date Tested Slump In. Total Load Lbs. Comprehensive
Strength P.S.I. Type of
Fracture Strength Required
P.S.I./days
(Days)
HR 1 7 04-16-93 3 141600 5009 a 4000/28
2 7 04-1b-93 144200 5101
3 28 OS-07-93
4 28 05-07-93
Curing ASTM C-31 Test Method Cylinders Made By Cylinders Tested By
Slump ASTM C-143 ASTM C-39 R. Pleasant I. Lopez
Remarks and/or Distribution
/cey
Centex Real Estate Corporation -Derek Earle, P.E.
Rodman Excavation -Rod Vilhouer
City of Coppell -Larry Davis
City of Coppell - Garreth D. Campbell, Sr,/~
This report is for the sole use of the client addressed. The use of our company name must receive our prior written consent. This reportapplies only to the sample tested, and
does not necessarily representidentical or similar samples. 02852
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