PA0001-LR020403CHent:
American Civil Comtmctors, Inc.
AU= Mr. Rcx Shelley
821 E, Southlake Blvd.
SouthL_ake TX 76092
890~ Ambassador Row
Dabs, Tens 7S247-4510
O14)
t214) 630-~19 (fax)
CONCRETE COMPRF SSIVE STRENGTH TEST
Report No.: 145223
Project No.: 025955
Date of Serviee: 03/05/2002
Report Date: 04/03/2002
Me. Arthur Park
Parking Expn-~ion
Ob~ samples of fr~h ~oncr~m at the p!-_c~/~mt locations, I~'o~n requir~ field teeing, ~ ~ompressiw sl~ngth s~npl~s and bring
samples back to the laboratory for curing and testing in accordance with ,,ln, licable ,,iaadards.
PROJECT DATA
American Civil Constructora sux DESIGn Ln.: 9339
$i'k~NGTH:
SLUMP (in):
,UR (%):
TEST METHOD:
CONCI~T~ SUPPLIER: Hanson
Pcm~r: 27
SPECIFICATION REQUIJ~MENTS
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
PLACEMENT DATE: 03/05/2002
WEA'I'I~R CONDITIONS: C1o.211'
TIMZSm~IPLgD: ll:35am BATCHTIM~: II:10am
TE~fl,~'m~ (~)-Am 70 F CONC'R~TE: 59 F
'rauc~No: 648 Tic~'r No: 119499
ant co~rr~m' (%): 7.5 um'r waiam, (~): NA
OV~lO~., PLACgl~NT LOCATION:
SAMPIL~ LOCATION: 127' south of road, 29' west
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (m'ea 28.27 sq. in.)
' CYIJNDER MEASURED MAXIMUM COMPR~IV~
MABKED SLUMP DATE AGE LOAD STREN~.~tm FRACTURR
SET NO. 0nehes) TE~-r~D (days) (lbs. lbree) (psi) TYPE
1 I 5.5
03/12/2002 7 88740
3140 UnbondedCap
1 2 5.5
1 3 5.5
04/02/2002 28 106545
04/02/2002 28 109445
Average
Water added at site: 5 gallons
Techuf,4,-: Ion Germer
Report Distribution:
(I)A~ Civil ~ Inc.
(1) Cit~ of Copg~l
Stetted: 10:30nm Mnbhed: 12:30pm
3770 Unbonded Cap
3870 Unbondcd Cap
382O
LIMITATIONS: Th~ t~st r~sults In'cs~tcd he.in were prepm~l ~msed upon the specific ~,:ea I~Ov~ed for tes~. We assume no responm'b~ity for valiafion in quality
(composition, appearance, pe~n~,e, ~o.) m' any other f,.~ of similar subj ~t ~ provided by ~ ? ~ OWr ~ W~ hay0 an OOIll~l, ~ letters and
rcport~ ~re for ~c eachmive use ofth~ clients to whom they m~c *aa,,emed md ,h.11 not be ~c, duced except tn full without the written ~oval of Pone ~ luc,
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890~ Amb~_--*dor Row
Dallas, Texas
(2]4) ~o-r/4s
(214) 63o-9819 (hx)
CONCRETE COMPRF. SSIVE STRENGTH TEST
Atto: Mr. Rex Shelley
821 E. Southlak~ Blvd.
Southlai~ TX 76092
Report No.: 145248
Project No.: 025955
Date of Service: 03/05/2002
Report Date: 04/03/2002
McAflhur Park
Part'ins Expansion
CoppelL TX
Obtain samples of f~sh concrete at the placement locations, perform required field testing, cast compressive slxength ssmples nnd bring
mnpim back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
I~i'KENGTH:
SLUMP Ca):
AIR (%):
'r~ST METHOD:
coNTEAcro~ American Civil Constructors
CONCRETE SUPPLIKR: I-Ianson
PLaa~: 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 ~.: 9339
PLACEMENT DATE: 03/05/2002
WEATHER co~qDmons.. Sunny
TiME SAMPLED: 2:35pm BATCH TIME: NA
TEMPERATL~REff)-Am 71 F COnc~TE: 55
· muc-xno: 1888 TIc~:gxno:. 119512
Am coNTeNT (%): 7.0 u~rr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving
SAMPL~ LOCATION:
REPORT OF TESTS
5T south x 32' west of entrance
ri'om road
Conamte Compre~ive Cylinder 6' x 12" (area 28.27 sq. in.)
CYLINDER MKASURED
MARKED SLUMP
SET NO. (inches)
1 1 6.0
1 2 6.0
1 3 6.0
DATE
TESTED
03/12/2002
04/02/2002
O4/O2/2OO2
MAXIMUM COMPRESSIV~
AGE LOAD b-[it~NL~i:ti FRAL-I't/I~
(days) (lbs, ro~e) (pO TYPE
7
28
28
Water added at site: 5 gallons
Teelud,n~: Jon Germer
Report Distribution:
( 1 ) Amaiean Civil ~, In~.
(1) ~ of Coppell
Started: h3Opm
73640 2600 Unbonded cap
98140 3470 Unbonded Cap
110165 3900 Unbondod Cap
Average 3690
Finished: 3:3(~
//
.,~oj~'~ Mso~=
(oomposltion, appearance, perform~ne, etc.) o~ say o~her f-*a-~ of similar subject ~ provided by pe~ons or conditions over which we have no control. Our lettc~ and
repom are for t~o exclmivo use ofthe climt~ to whom they ~re ,_d_a,~sod and aKqll ~ be ~ esOept in ~ wlthot~ file ~ f:~C~-O ~1 of Rone Fmgineers, Inc.
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Client:
American Civil Constructors, Inc,
Arm: Mr. Rex Shelley
821 E. Southlake Blvd.
Southlake TX 76092
Project: McArthur Park
Parking Expansion
Coppell, TX
Services: Cylinder Cancellation
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-974~
(114) 6.30-9819 (fax)
REPORT OF CYLINDER CANCELLATION
Report No.: 145051
Project No.: 025955
Date of Service: 03/01/2002
Report Date: 04/03/2002
Report 'of Cancellation
On this date a Rone Engineers, Inc. representative arrived on site as scheduled'.
Upon arrival our representative was informed that testing/inspection was
cancelled for the day.
Technician Time:
Page 1 of i
Technician: John Reid
Report Distribution:
(1) American Civil Constructors, Inc.
(1) City of Ceppell
6:30 am Co 8:00 am
Clay Stark
Project Manager
LIMITATIONS: The test results presented herein w~re prepared based upon the Sl~cific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, crc,) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive nsc of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Ensineers, Inc.
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Client:
American Civil Constructors, Inc.
Arm: Mr. Rex Shelley
821 E. Southlak~ Blvd.
Southlako TX 76092
8908 And~undor Row
Ddlea, TeLu 75247-4S10
(214)
REPORT OF CYLINDER COLLECTION
Project: McAnhur Park
Part'inS Expansion
Coppell, TX
Services: Cylinder Collection
RePort No.: 145491
Project No.: 025955
Date of Service: 03/08/2002
Report Date: 04/03/2002
Report of Collection
On this date, a Rone Engineers, Inc. representative arrived on site as scheduled
to pick up compressive strength test specimen cast prior to this date.
Page i of i
Technidnn: Chris Webber
Report Distribution:
(I) Americno Civil Conslm~ors. Inc.
(1) cry of Coppell
LIMITATIONS: The test xeaults ~eecnted he~in were prel~mrcd besed upon the specifi~ ~nmples provided for tesfin& We assume no responsibility for variation in qunlity
(composition, nppeatnce, peo~nnonce, etc.) or any other feature of simihr subject matter provided by pe~oea or conditions over which we lmve no control. Our letters and
reports are for the exclusive use of lbo clients to whom they ar~ addressed nod ~hnll not be x~rodu~ed eacept in full without th~ written a~,p,,,eal of Rono Englnec~, Inc.
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