Northlake 635(5)-LR000302CONCRETE COMPRE IVE STRENGTH TES
Date of Service: 02722/2000
Client No.: 85229000
I
Report No.: 0005042
Project No.: 94991457
8901 Carlmm~ Frwy. Suite
~ T~ 7~7
03/~2~
Client:
Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, g450
Dallas TX 75251
Project: Coppell Commerce Center
1234 Lakeshore (Bldg. B)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
SLUMP:
AIR:
TEST METHOD:
co~z, tcrom Butler Construction
CONCRETE SUPPLIER: Pioneer
I,I~NT: 27
SPECHtlCATION REQUIREMENTS
s-"r~G'm: 3000 psi @ 28 Days
5 -7"
N/A
ASTM C-143
ASTM C-172
ASTM C-39
SAMPLE LOCATION: Pier BM, Cd4, C/6
PROJECT DATA
M~X LD.: 9337
PLACEMENT DATE: 02/22/2000 BATCH TIME: ll:10am
TIME SAMPLED: II:45am aY: Roy Montgomery
W~TilER com~moNs:
TEMPERATURE (F? - Am
T~VCKNO: 1807
am commvr (%): N/A
IH~ACEMI]2~ LOCATION:
Cloudy
70 F coNcam'r~: 78
~cs~'r NO: 474032
ut~rr w~mm' (t~t): N/A
REPORT OF TESTS
ACCUMUI~ YA~: 10
CYLINDER
MARI~
NO.
MEASURED
SLUMP
I I 5.00
1 2 5.00
DATE
~D
02/29/2000
02/29/2000
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH
(d~s) Obs. ro~e) ~
7 84690 2990
7 88200 3120
Average 3060
I 3 5.00
1 4 5.00
03/21/2000
03/21/2000
28
28
Technician: Roy Montgomery
Report Di~tribution:
(!) Transwestern Propmy Company
(1) O'Brien & Associates
(1) Technistrnctures, Inc.
(!) Butler Construc~on
Started:
(l) City of Coppell
(1) City of Copp~ll
Paul D. Smith, P.E.
Senior Project Engineer
This report is exclusively for Ibc use of the clicnt indicated above and shall not be r~_ __~ except in full withoot ~he written apl~oval of HBC [btS~ bJc,
0ILL
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