Town Center L1B2-LR000114%-;ONCRETE COMPRESSIVE STRENGTH TEST fBC
ENGINEERING, INC.
a division of lkwamn
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 12/15/1999 Report No.: 9933512 Report Date
01/14/2000
Client No.: 26295000
Client: Ewing Properties, Inc.
Attn: Mark Morris
14990 Landmark Blvd, #300
Dallas TX 75240 -6729
Project No.: 94991134
Project: Tom Thumb
Denton Tap & Sandy Lake
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
CONTRACTOR:
Hill & Wilkinson
CONCRETE SUPPLIER:
Lattimore
PLANT:
6
SPECIFICATION REQUIREMENTS
STRENGTH:
4000 psi @ 28 Days
SLUMP:
3 -5"
AIR:
3 -6%
TEST METHOD:
ASTM C -143
(days)
ASTM C -172
(psi) TYPE
ASTM C -39
SAMPLE LOCATION: See below
MIX I.D.: 41
PLACEMENT DATE: 12/15/1999 BATCH TIME: 10:48am
TIME SAMPLED: 11:49am BY: Barry Cuble
WEATHER CONDITIONS: Sunny, cool, light winds
TEMPERATURE (F) - AIR 50 F CONCRETE: 64 F
TRUCK NO: 941 TICKET NO: 6113236
AIR CONTENT ( %): 4.2 UNIT WEIGHT (pcf): N/A
PLACEMENT LOCATION:
Sidewalk: NW of building at retail area
REPORT OF TESTS ACCUMULATIVE YARDS: 20
CYLINDER
MEASURED
MAXIMUM
COMPRESSIVE
MARKED
SLUMP
DATE
AGE
LOAD
STRENGTH FRACTURE
SET NO.
(inches)
TESTED
(days)
(lbs. force)
(psi) TYPE
1 1
5.75
12/22/1999
7
96220
3400
1 2
5.75
12/22/1999
7
94980
3360
Average
3380
1 3
5.75
01/12/2000
28
158010
5590
1 4
5.75
01/12/2000
28
160000
5660
Average
5630
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
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