Northlake 635(5)-LR000411CONCRETE COMPR~a'IVE STRENGTH TES ~~
- ENGUaEERU~rc,n~rc.
a division of l~erra[on
8901 Carpenter Frwy., Suite ft100
Dallas, Texas 75247
Re ort No.: 0008709 Report Date
Date of Service: 03/31/2000 p 04/11/2000
Client No.: 85229000
Client: Transwestern Property Company
Attn: James Gaspard
12221 Merit Drive, #4S0
Dallas TX 7S2S 1
Project No.: 94991456
Project: Coppell Commerce Center
1221 S. Beltline (Bldg. A)
Coppell, Texas
Services: Obtain samples of fresh concrete at the placement locations, perform required field test and cast
compressive strength samples.
PROJECT DATA
coNTRACTOR: Butler Construction
CONCRETE SUPPLIER: PlOrieer
PLANT: 27
SPECIFICATION REQUIREMENTS
STRENGTH: 3000 psi @ 28 Days
SLUMP: S.O~~ maX
AIR: N/A
TEST METHOD: ASTM 0-143
ASTM C-172
ASTM C-39
Mix I.D.: 9337
PLACEMENT DATE: 03/31/2000 BATCH TIME: 11:SOam
TIME SAMPLED: 12:3Opm BY: Terry L. Smith
WEATHER CONDITIONS: Clear
TEMPERATURE (F) -AIR 69 F CONCRETE: 66 F
TRUCK NO: lO4 TICKET NO: 529945
AIR CONTENT (%): NA UNIT WEIGHT (pcf): NIA
PLACEMENT LOCATION:
Pier information and technician time: See Report #0008708
SAMPLE LOCATION: A/5.1, A/5.5, A/6
REPORT OF TESTS
CYLIIVDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
1 1 S.SO 04/07/2000 7
1 2 S.SO 04/07/2000 7
1 3 S.SO 04/28/2000 28
1 4 S.SO 04/28/2000 28
MAXIMUM
LOAD
(lbs. force)
ACCUMULATIVE YARDS: LO
COMPRESSIVE
STRENGTH FRACTURE
(Psi) TYPE
124460 4400
123250 4360
Average 4380
Technician: Terry L. Smith Started: Fin,shed: ~ E ginee 'ng, Inc.
Report Distribution:
(1) Transwes[em Property Company (l) City of Coppell
(1) O'Brien & Associates (1) City of Coppell Paul D. Sfnith, P.E.
(1) Technistructures, Inc. Senior Project Engineer
(l) Butler Construction
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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