PA0001-LR0204018908 Ambassador Row
Dollar% Texas 7S247-4-q10
(214) 63~974S
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
American Ci~l Cons~n~ors, Inc.
Atto: bit. Rex Shefley
821 E. Southiake Blvd.
Southlalm TX 76092
Report No.: 145057
Project No.: 025955
Date of Serv~e: 03/01/2002
Report Date: 04/01/2002
McA~ur Park
Parking Expansion
Coppell, TX
Obtain s~,~,lm of fresh concrete at the pla~emant locations, perform required field testing, cast ~.~apresslve strength samples and bring
sernples back to the laboratory for curing and tmiing in accordance with applicable standards.
PROJECT DATA
~.-I't~ENGTH:
SLUM~ [in):
MR (%):
TEST METHOD:
co~r~ncurom American Civil Constructors
CONCRITg SUI~LI~R: ]--fnn non
vt, mwr: 27
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
MIX DESIGN I.D.: 9339
PlaCEMENT DATE: 03/01/2002
WEA'ru~R CONDmONS: Over~8~t
TIME SAMPLED: 8:20am BATCHTIME: 7:35am
T~Sn~aATm~ (~- Am 48
T~UCK No: 1095 TICSmT N~. 119390
Am cos'r~h'r (%): 5.0 uNrr W~IGn~ (pc0: NA
OVERALL PLACE~gNT LOCATION:
pavement s~b at we~ of ea~n~ park~
SAMPLE LOCATION: 45' east x 30~ norlh of southwest
REPORT OF TESTS ~om= ofpavemant slab
Concrete Compressive Cylinder 6" x 12" (area 28.27 scl. in.)
CYLINDER MEASURED
MARKED SLUMP
~T NO. 0nehes)
1 1 5.00
1 2 5.00
I 3 5.00
Water added at site:
Teehnkinn: Iohn Reid
Report Dimdbution:
(I) Ame~ Civil Constmcton, ln~.
0) ci~ ofC. op~
DATE AGE
TESTED (day,)
03/08/2002 7
104015
3680 UnbondedCap
03/29/2002 28 143515 5080 Unbonded Cap
03/29/2002 28 142935 5050 Unbonded Cap
Average 5070
:LO gallon~
Started: 8:00am
Finished: 10:00am
Rone~~~/~
UMITATIONS: The test maim Imanted herein w~e ~,a~ed based upon the specific mmapl,,~ provided for t~stin~ We as~m~ no x,~msibillty for voFiation in quaiit,/
(con,position, appcoFa~c, perfomlnn~, e~c.) or any o~her feature of similar subject matter pFovid~d by persons OF e, onditJons over whir, h we have no ~.lrol. OoF letters and
reports arc for the e~c~..sive use of the clients to whom t~ey m'e acldresscd and shah not be reproduced except in full without ~he wr~aan nt~val of Rone Engineers, inc.
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RoneEngineers
8908 Ambmdor Row
D~ll~, T~ 7~247-4~10
(~;4) ~-gs~9 (tax)
CONCRETE COMPRESSIVE STRF NGTH TEST
Client:
American Civil Constructors, Inc.
Arm: Mr. Rex Shelley
821 E. Southhke Blvd.
Soutklake TX 76092
Report No.: 145025
Project No.: 025955
Date of Service: 03/01/2002
Report Date: 04/01/2002
McArthur Park
P~-S Expansion
Coppen, TX
Obtain samples of fresh concrete st the placement locations, perform required field testhg, cast compressive strength s~¥1es nod bring
samples lmck to the laboratory for curing and testing in accordance with applicable stnodards.
PROJECT DATA
com~cTom American Civil Constructors
CONc~ZTE Sm'~R: Hanson
~r: 27
SPECIFICATION i~QUll~l~lq~
3000 psi ~ 28 Days
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
~ OESlaN la~.: 9339
eLAC~'r OATE: 03/01/2002
WEATHER co~moNs: Cloudy
~~o: 3:41~ SAT~: 2:25~
~u~ No: ~8 ~T NO: 119429
Am CO~ ~): 4.6 ' ~ ~IG~ ~: NA
O~L P~ ~A~ON:
SAMPLE LOCATION: 46' north x 16' east of SOuthwest
REPORT OF TESTS ofmkins lot
Conc~-e~e Compressive Cylinder 6"x 12" (area 28.27 sq. in.)
CYLINDER
MARleD
SET NO.
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGrlt FRACTURE
Onehu) TE~TI/;D . (day0 0b~ for~) ~0 . TYPE
1 1 3.5
1 2 3.5
1 3 3,5
03/08/2002 7
03/29/2002 28
03/29/2002 28.
Water added at site: 10 gallons
Technician: Matt Adams
Report lY~ri~uflon:
(I) Am,~ie~m Civil ~, ln~.
(1) City of Coppell
St~rt~l: 3:00pm
98630 3490 Unbonded Cap
Finished: 5:00pm
137275 4850 UnbondedCap
133245 4710 UnbondedC, ap
Average 4780
LIMITATIONS: The test results prmanted heroin were v,~-~ ~d ~ ~ tbe specific ~vles inov~d~ for tinting. We .ss-,~ no mspensibfli~y for variation in quality
(composition, appearance, performance, etc.) or any other festur~ of similar subject matter provided by per. ms or conditions ov~r which we have no control Our letters and
rqx)~ are for the exclusive use of the clients W whom they are adclFessed and shall not be reproduced except in full without the written app/oval of Rono Engineers, Inc.
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