PA0001-LR020405 8908 Ambassador Row
Dallas, Texas 75247-4510
(214)
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Amedcan Civil ConsW~ctors, Inc.
Arm: Mr. Rex Shelley
821 E. Southiake Blvd.
Southl_nke TX 76092
Report No.: 145443
Project No.: 025955
Date of Serviee: 03/07/2002
Report Date: 04/05/2002
Proje~t:
Services:
McArthur Park
Parking Expansion
Coppell, TX
Obtain samples of fresh concrete 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:
SLUM~ (in):
AIR (%):
TEST METHOD:
COme,ACtOR: American Civil Constructors
CONCRETE SUPPLIER: I-lan .~on
rt~ocr: 29
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
NA
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MXX DZS,ON LD.: 9339
PLACEMENT DATE: 03/07/2002
~EATHER CONDITIONS: Cloudy
TIME SAMVLEV: 10:05am BATCH ~: NA
TEMrEaAXtW~ 0~-Am 67 ~* COSC~X~: 63 r
Ti~uc~so: 80 ~C~T nO: 41687
~CONf[~(%): 5.5 ~IG~: NA
O~L P~CR~ ~A~ON:
Pav~t
SAMPLE LOCATION:
REPORT OF TESTS
74' south x 27' cost from mare
entrance
Concrete Compressive Cylinder 6" x 12" [area 28.27 sq. in.)
CYL~ER MEASURED
MARKED SLUM~
SET NO. 0riches)
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
COMPRESSIVE
STRENGTH FRACTURE
0,~) TYPE
1 1 4.50
03/14/2002 7 81440
2880 Unbonded Cap
1 2 4.50
1 3 4.50
Water added at site:
Technician: Son Germer
Report Distribution:
(1) American Civil Constructon, Inc.
(1) City of Coppell
04/04/2002 28
04/04/2002 28
15 gallons
Started: 9:30am
Finished: I 1:30am
111040 3930 .Unbonded Cap
112130 3970 Unbonded Cap
Average 3950
LIMITATIONS: The test results prorated herein were prepared bused upon the specific samples provided for testing. We assume no respousibility for variation in quality
(composition, appearance, pa'fesmance, etc.) or any other feature of similar subject matter provided by persons or conditious over which we have no control. Our letters and
relx~r~ are for thc exclusive use of the clients to whom they arc ndaresscd and shall not be reproduced except/n ~ without the written =F, noval of Rone Engmeors, Inc.
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CHent:
8908 Ambassador Row
DaLlas, Texas 7S247-4510
(214] 630-974S
(214) 6309819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
A.mefica~ Civi~ Constructors, ~nc.
Report No.: 145427
Project:
Services:
Arm: Mr. ~ Shelley
821 E. Southlake Blvd.
Southlak~ TX 76092
Proleet No.: 025955
Date of Service: 03/07/2002
Report Date: 04/05/2002
McArthur Park
Parking Expansion
Coppell, TX
Obtain samples of fr~h ~on~'te at the plac~m~t locations, p~-~orm required field testing, ~ ~ompressive su'angth samples and bring
samples ba~k to the laboratory for ~ring and t~ting in accordanc~ with applicable standards.
PROJECT DATA
COm~,ACTOR: American Civil Constructors
CONCRETE SUPPLIER: Hanson
r~NT: 27
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
STRENGTH:
SLUMP On):
Am (%):
TEST METHOD:
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DI~SI~N I.D.: 9339
PLACEMENT DATE: 03/07/2002 .
WEATRER CoN~rrIoNs: Cloudy
TIME SAMPLED: 2: l~m ~TCH ~: N/A
~E~-~ 75 r CON~: 70 r
~UC~nO: 923 X~ nO: 119695
~ CO~ (%): 5.5 ~ W~G~ ~m: NA
O~L P~ ~A~ON:
Pav~
SAMPLE LOCATION:
REPORT OF TESTS
157' south x 38' ea~ fi'om main
en~e
· Concrete Compressive Cylinder 6" x 12" (ntea 28.27 SCl. in.)
CYLANDER
MARKED
SET NO.
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRA(Ji'uRE
onches} TESTED (days) (lbs. for~) (pfi) TYPE
1 1 6.50 03/14/2002 7 99015 3500 Unbonded Cap
I 2 6.50 04/04/2002 28 129580 4580 Unbonded Cap
1 3 6.50 04/04/2002 28 128180 4530 Unbonded Cap
Average 4560
Water added at site: 5 gallons
LIIvllTAHONS: The test re~ttlts presented hen~m wer~ prepamt based upon the Sl~cifi¢ samplea provided for t~ting. We m~ume no re~omibility for variation in quality
(composition. appearance, performance, etc.) or ~my other f,~mm of slmilar ~ubject matter provided by persons or conditions over which we have no control. Our letters and
~Imrt~ are for the exclusive use of the clients to whom they are addre~ed nmi ,h,ll not be ~p~oduced except in full without the written a~,v, oval of Rone Engineers, Inc.
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8908 Amb~_*_a~dor Row
Dallas, Texas 75247-4510
(214) 63O-9745
(214) 630-9819 (tax)
CONCRETE COMPRESSIVE STRF, NGTH TEST
Client:
Project:
Services:
American Civil Constructors, Inc.
Arm: Mr. Rex Shelley
821 B. Southlake Blvd.
Southlakc TX 76092
Report No.: 145427
Project No.: 025955
Date of Service: 03/07/2002
Report ~Date: 04/05/2002
McArthur Park
Parking Expansion
Coppoli, TX
Obtain samples of f~ah concrctc at thc plac~'nent locations, po-form m:luir~l fidd testing, cast comgr~ssivc stronbnh samples and bring
samples back to thc laboratory for curing and testing in accordance with applicable standard~.
PROJECT DATA
STRENGTH:
SLUMP (ia):
AIR (%):
TEST METHOD:
COt~ACTOm American Civil Constructors
CONCI~T~ SUPPLIER: H~n.non
P~rr: 27
S~cxricgTior~ ~Qtrm~ME~rrs
3000 psi ~ 28 Days
NA
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
stix ozsmN LO.: 9339
pL~c~MEprr OAT~-: 03/07/2002
~AT~R commons: Cloudy
T~ S~D: 2:47pm BATCH ~: N/A
T~~-~ 75 ~ CON~: 71
~UCKSO: 924 ~C~T ~O: 119697
~ CO~ (%): 5.5 V~ ~IG~ ~cO: NA
O~L P~ L~A~ON:
Pav~t
SAMPLE LOCATION:
REPORT OF TESTS
142' south x 42' cast from main
Concrut~ Comprmsive Cylind= 6" x 12" (ar~a 28.27 sq. in.)
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(laches)
DAT~
TESTED
MAXIMUM COMH~SIVE
AGE LOAD S'I'R~NL~I'lt FRACTURE
(days) 0b& force) (psi) TYPE
2 I 5.00
2 2 5.00
2 3 5.00
03/14/2002
04/04/2002
04/04/2002
7 95650 3380 Unbonded Cap
28 116260 4110 UnbondedCap
28 115540 4090 UnbondedCap
Average 4100
water added at site: 5 gallons
Tsohnicinn: Ion Germer
Report Distribution:
(1) ~-,,~icon Civil ConsUnomrs, inc.
(l) City of Coppell
Start~l: h30pm
Fini~hed: 4:00pm
LIMITATIONS: Tho test results prmonted heavin wer~ ~ baaed upon the spe~if~ ~mmples ptovld~d for testing. We assume no responsibility for variation h quality
(composition, appearance, performance, etc.) or any other feature of similar subject mattcr provided by p~sous or conditions over which we have no control. Our letters and
repons are for the exclusive use of the clients to whom they are addressed and shall not be i~produced except in full without thc wdt~o approval of Reno .Enghie~s, Inc.
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