ST0001-LR020507 $90~ Ambassador Row
Dpne., Texas 75247-4510
(214) ~819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
SeFvlces:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148749
Project No.: 015729
Date of Service: 04/29/2002
Report Date: 05/07/2002
Creckview Drive and
Frecpon Parkway
CoppeR, TX
Obtain samples of fresh conorete at the placement locations, Igrfonn required field testing, casl compressive strength samples and bring
samples back to thc laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP {in):
AIR (%):
TEST METHOD:
comaAcrom Infrastructure Services, Inc.
CONCRETE SUPPLigR: Lattimore
rt~r~r: 03
srgc~rICATION r~Qtar~ME~rs
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 DKSIGN I.D.: 38
PLACRMRNT DA'rg:
W~A~H~R CoM)mONS:
x~m SAMr~gD: 3:1 Opm
THuc~ No: 1050
Am co~rr~rr (%): 4.2
04/29/2002
Cloudy
BATCH TIM~: 2:33pm
88 r coNcggTE: 80 r
?~C~T No: 3143880
UNITWEIGHT (per): NA
OVERALL PLAC'~M~N'r LOCATION:
Inl~s - e~bound ~ of Cr~kvizw a~ Station 3+50 and Station 4+00, S~tion 25+00 ami
Station 2~+88 mid Station 21+00 and Station 22+00
SAMPLE LOCATION: S~le as above
REPORT OF TESTS
Cono'et~ Compressive Cylinder 6" x 12" (nrea 28.27 sq. in.)
CYLINDER MEASURED bIAXIbiUM coMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nches) TESTED (days) (lbs. force) (psi) TYPE
1 1 3.75 05/02/2002 ~ 76350 ~2700 Unbonded Cap
1 2 3.75 05/06/2002 ~ 85070 f301~ Unbonded Cap
1 3 3.75 05/27/2002 28 ~ Unbonded Cap
1 4 3.75 05/27/2002 28 Unbonded Cap
1 5 Hold
LIMITATIONS: The rust results prorated h~rein were prepawd based upon the speoif~ ssmp. Im pmv/ded for tmti~ We assume no re~omih~ily for variation in quality
(composition, appearance, perfom~ancc, etc.) or any other f,-~_~'e of similar s~bj~"t ~ provided by ~ or coRdltines over which we have ~10 conUol. Our lctters and
~pom are f~r the exclusive use of thc clients to whom they are addressed and shall not ha ,~w,,ducod except in full without the wriitea apgwval of Rone F_%eineers, Inc.
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Report No.: 148749 Ron~Engineers ~
Project No.: 015729 lll
Client: City of Coppell
Concrete scheduled for 2:30pm truck arrived at 3:00pm
Technician: B~n Weaverling
Report Distribution:
(1) City of Col:~ll
(1) City of Cogl~ll
(1} City of CoPl~ll
(1) lnfrastructurz S~'vice~, Inc.
Start,d: 2:00pm
(1) City of Copp~
(1) So,rickel. Rom-. & Assoc., ln~.
Faa~: 5:00pm
Proje~'t Manag=
LIMITATIONS: Thc test results presented he.in were In~ared based ulxm the specific samptcs provided ~r testing We assume no responsibility for v~atim~ in quality
(composition, appearance, performance, crc.) or any other feature of similar subject matter provided by pc~ns or conditions over which we have no control. Om' letters and
reports are fi~r the exclusive usc of the clients to whom they are _*t3_a_,essod and sludl not be ~produced except in full without thc written alngoval of Rone Eagineers, Inc.
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