ST0001-LR020607 (2) .gineers
8908 Ambassador Row
Dallas, Texas 7S247-4510
(:114) 6309745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Copper TX 75019
Report No.: 150780
Project No.: 015729
Date of Service: 05/30/2002
Report Date: 06/07/2002
Coppell, TX
Obtain samples of fresh comae~e at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
COb'fRAe'fOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 6
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
I'LACZSmNT OATE: 05/30/2002
WZATIlgR CONDITIONS: Clear
T1MESAMPLED: 8:40am BATCHTIME: 7:42am
TEMPERATURE (F) - AIR 75 F CONCRETE: 83 F
~UC~CNO: 980 TICg~TNO: 617590
Am COSTESr (%): 4.5 VNIT WEIGHT (Pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - curb and gutter, north lane, we~t end of Crenkview and north and south lane at
cast end of Crenkview and State
SAMPLE LOCATION: 10' east x 2' north of northwest
REPORT OF TESTS comer of placement
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SET NO. 0riches) TESTED
1 1 3.0 06/03/2002
1 2 3.0 06/06/2002
1 3 3.0 06/27/2002
1 4 3.0 06/27/2002
! 5 Hold
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) 0bs. force) (psi) TYPE
4 115055 4070 Unbondcd Cap
q 117115 ~l~40 Unbonded Cap
~d~ap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for tesring. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subjec! roarer provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
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Report No.: 150780 RoneEngineers
Project No.: 015729 Client: City of Coppell ~ll
Water added at site: 5 gallons
Technician: Anthony Maldonado
Report Distribution:
(1) City of CoPP~ll
(1) City of Copp~ll
(1) City of Copp~ll
(1) Infrastructure S,:rvic~, Inc.
Started: 7:00am Finished: 11:00am
(1) City of Coppoll
(I) Schrickel, Rollins & Assoc., Inc.
Rone E~,
Cla9'8~
Project Manager
LIMITATIONS: The teat results proscnted herein wvr~ Inqmred based upon the sp~ific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearanoe, performance, etc.) or any oth~ feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclnsiv¢ use of thc clients to whom they are addressed and shall not be rv'produced except in full without the written approval of Rone Enginceca, Inc.
01DK Page 2 of 2
Client:
Infrnstructure Services, Inc.
At-m: Mr. Phillip Bennett
PO Box 496448
Garland TX 75049-6448
Project: Creekview Drive and
Freeport Parkway
Coppell, TX
Services: Concrete Impection
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(~14) 630-9819 (fax)
REPORT OF CONCRETE INSPECTION
Report No.: 151389
Project No.: 026186
Date of Service: 05/02/2002
Report Date: 06/07/2002
Report of Inspection
On this date, a Rone Engineers, Inc. representative was on site to perform a
Concrete Inspection. See Report ~149030 for results.
Technician Time:
Page 1 of 1
2:00 aum to 7:00 am
3:00 pm to 6:00 pm
Technician: Anttlony Maldonado
Report Distribution:
(1) Infraamtctum Services, Inc.
(1) City of Coppell
(1) City of Coppell
(1) City of Coppell
(1) Infrastructure Services, Inc.
(1) Schrickel, Rollins & Assoc., Inc.
C , Stark
Project Manager
LIMITATIONS: The test results presented herein were prepered based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no con~rol. Our letters and
reports ere for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written appwval of Rone Eng/ncers, Inc.
99CM PaRe 1 of 1