ST0001-LR020501 (2)ineers"
8908 Ambassador Row
Dallas, Texas 7S247-4510
(214) 630-974S
(214] 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Proje~t:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Copper TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/01/2002
Creek-view Drive and
Freeport Parkway
CoppeR, 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:
SLUM1· (in):
Am (%):
T~qT METHOD:
cotcraAcro~: Infrastructure Services, Inc.
CONCi~T~ SUPPLIER: LRttimor~
l't,A~: 7
Sr~Clr~CATION REQUn~ME~rrs
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 LD.: 38
rt. ACEMEtCr DATE: 04/23/2002
w~x~nm con~mons: Cloudy
~ s~D: 8:00~ ~T~: 7;15~m
~~-~ 63 r coN~: 78 r
~c~no: 758 ~C~T~O: 7115705
~ co~ (%): 4.1 u~ wz~a~ ~0: NA
Pang ~m ~fi~ 17+50 W S~n 2~50 (C~i~) ~ ~c ~
SAMPI~ LOCATION: Station 18+50
REPORT OF TESTS
Coma~ C, omp,~ive Cylinder 6" x 12" (ama 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD ~TRENGTH FRACTURE
~ (inche~) TESTED (days) (lbs. foree) (psi) TYPE
1 1 2.0 04/26/2002 3 86655 3060 Unbonded Cap
1 2 2.0 04/30/2002 7 91305 3230 Unbonded Cap
1 3 2.0 05/21/2002 28 Unbonded Cap
I 4 2.0 05/21/2002 28 Unbonded Cap
1 5 Hold
LIMITATIONS: The t~t resul~ presented bo~in were ~u~d based upon the specific sample~ provided for testing We as~xtme no responsibility for variation in quality
(Ooui~tion. appesnmoe, perfonnan~, et~,) or any other feato~ of similar subject matter provided by peri. ns or conditions over which we have no ooniroL Our lettem and
~pom Are for the exclusive use of thc clients to whom they m'e .dtlres~exl mad shall not bo I~fod~ gd excb~pt in f~ Withotlt ~ w~tt~l &~i~v~l of Rone Engineers, Xnc.
01DK Page I of 7
Report No.: 148255
Project No.: 015729
Client: City of Coppell
RoneEngineers
Water added at site: 5 gallons
LIMITATIONS: The test results lx~sent~l herein w~e vi'abated based upon the speelflc samples provided for te~tin~ We a~tlmc Iio fc~ponst~oillt)' for Val~t~oa in qtlalit~
(composition, appem,u.ce, performance, etc.) or my o~her __~a_.~e of similar subject matter provided by pet-~ons or conditions over which we have no control. Our letters nnd
rcpom a~e for the exclusivc usc of the clicnts to whom thcy ar~ addresscd and shall not be ,~vwduced except in full without the wrirten av/nsval of Rone Engineers, Inc.
01DK Page 2 of 7
RoneEn ineers
8908 Ambassador
Dslhs, Texas 7S247-4510
(214) 630-974S
(214) 6309819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Ama: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/01/2002
Creekview Drive and
Frecpon Parkway
Coppell, TX
Obtain samples of fresh concrete at thc placemant locations, perform required field testing, cast compr~sivc strength samples and bring
samples back to tl{e laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
~-fI~NGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
conTEACrO~: Infrastructure Services, Inc.
CONCRKTE SUPPLIER: ~flttimore
rt.~rr: 7
s~cnncA~nOn REQ~mZMENTs
3000 psi ~ 21{ Days
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.: 38
r~AC~MENT DATE: 04/23/2002
WEATHER CONDmON$: Partly cloudy
TIME SAMPLED: 10:lSam BATCHTIME: 9:47am
TEMPERATURE (F)- AIR 70 r CONC~TE: 90 r
xaoc~ NO: 1039 XI¢~T NO: 7115725
Ant co~rrz~T {%): 4.0 U~Tr W~lG~rr (~: NA
OVERALL PLACEMENT LOCATION:
Paving from Station 17+50 to Stalion 26+50 (Cre~kvimv) aoulh lane mmtbound
SAMPLE LOCATION: Station 21+50
REPORT OF TESTS
Concrc~ Compressive Cylinder 6" x 12" (area 28.27 scl. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
bfARK~D SLUMP DATE AGE LOAD b-i'KENGTH FRACTURE
SET NO. 0nches) TESTED (days) (lbs. force) (psi) TYPE
2 1 2.0 04/26/2002 3 92755 3280 Unbonded Cap
2 2 2.0 04/30/2002 7 103700 3670 Unbonded Cap
2 3 2.0 05/21/2002 28 Unbonded Cap
2 4 2.0 05/21/2002 28 Unbonded Cap
2. 5 Hold
LIMITATIONS: The t~t results presented herein wcre prcpm'ed based upon the specific p,mpl~ provided for testing. We assmne no responsibility for variation in quality
(composition, appearance, pedonnance, e~c.) or any other feature of similar subject matter provided by pcrsom or conditions over which we have no coatn)l. Our leV. ers and
reports are for the exclusive use of the clients to whom they a~ addrcssed and shall no~ bc rcpwduccd cxccpt in full without lhe writmn ~roval of Ronc F.a~incers, Inc.
01DK Page 3 of 7
8908 Ambamdor Row
Dellas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
CHeat:
Project:
Services:
City of Coppell
At'm: Ms. Susan Taylor - Engiae~n'ing Dept
PO Box 478
Coppell TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/01/2002
Cr~ekview Drive and
Freeport Parkway
CoppeH, TX
Obtain samples of fresh concrete at the placameot locations, perform required field te~ting, east compr~sive strength ~amples and bring
samples back to thc laboratory for curing and tinting in accordencc with applicable standards.
PRO3ECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METIiOD:
co~rRAcrom Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
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
ASTIVI C-138
MIX DESIGN I.D.: 38
rL~CgME~rr DATE: 04/23/2002
WEATIIRR CONDmONS: Clo~y
T~S~LED: 11:40~ BATCH~: ll:02am
TE~E~-~ 71 r co~: 90 r
~uc~ so: 1039 T~C~T SO: 7115737
~ co~ (%): 4.5 ~ ~o~ ~: NA
O~L P~ ~ATION:
~g ~m S~on 17+50 m Sm~ 2~50 (C~) ~ ~ ~
SAMPLE LOCATION: Station 23+00
ASTM C-39 REPORT OF TESTS
Con~'t~ Comprmsive Cylindor 6" x 12" (arm 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. ' 0nches) TESTED (days) (lbs. force)
3 1 2.5 04/26/2002 3 75595
3 2 2.5 ~ · 04/30/2002 7 ' 86515
3 3 Z5 05/21/2002 28
3 4 2.5 05/21/2002 28
3 5 Bold
COMPRESSIVE
STRENGTH
2670
3060
FRACTIJIEg
TYPE
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results pr~nted h~m~-in wine prepared based upon thc speoific samplm provided for tmllng. We assum~ no rmgousibility for variation in quality
(composition, appennmoe, perfonnnnee, em.) or any other feature of similnr subjec~ malter p~vided by pe~ous.°r conditions ..... over which we have no control. Our. iett. ets and.
re~ arc for the exclusive use of the clients to whom they arc add~ssed and shah not be reproduced ex?pt m full vnthout the wnRm ~i~l~ oval of Pone Engmce~,
01DK Page 4 of 7
Repo~ No.: 148255
Project No.: 015729
Client: City of Coppell
ROneEn~ineers
Water added at site: 5 gallons
LIMITATIONS: The trot results presented he,in were prepared basod upon the specific sam?les provided fur testing. We assume no r~sponsibility for vnriation in quality
(comlx~ition, appearance, performance, et~.} or any othe~ fenture of similar subject mater provided by persons or conditions over which we have no conlml. Our letters and
repo~ are for ~he exclusive use of the clients to whom they are *tldre~sed and shall not be,~,,oduced except in full without the written approval of Pone Enginee~, Inc.
OlDK Page $ of 7
8908 Ambassador Row
Dallas, Texas 7S247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Projeet:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148255
Project No.: 015729
Date of Service: 04/23/2002
Report Date: 05/01/2002
Cre~kview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrem at the placement locations, perform required field testing, ca~t compressive strength samples and'bring
samples back to the laborato~ for curing and ~ting in accordance with applicable ~tandards.
PROJECT DATA
S'rRENGrH:
SLUMI' On):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
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.: 38
PLACEMENT DATE: 04/23/2002
WEATHER CONDITIONS: Cloudy
rmmSASn'L~D: 1:45pm a~TCaTIM~: l:lSpm
TE~E~-~ 80 F CONC~: ~ F
~UCK NO: 1092 TIC~T NO: 7115755
~ CO~ frO: 4.1 UN~ WgIG~ ~: NA
O~L P~ L~A~ON:
~g ~m S~on 17+50 m Sm~ 2~50 (C~) m~ ~ ~
SAMPLE LOCATION: Station 25+00
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12' (a~a 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH -FRACTURE
SET NO. (inches) TESTED (days) Obs. for~e) (p~l) TYPE
4 1 2.25 04/26/2002 3 62970 2230 Unbonded Cap
4 2 2.25 04/30/2002 7 75120 2660 Unbonded Cap
4 3 2.25 05/21/2002 28 Unbonded Cap
4 4 2.25 05/21/2002 28 Unbonded Cap
4 5 Hold
LIMITATIONS: The test results presented he.in were prepa~cl based upon tho ~citlc ~-?les Inovi~l for testing. We assume no r~ponsibilit~ for variation,in quality
(composition. appearance, performan~, eW.) or any other f~ature of similar subjeot maV~ provided by persons or conditions over which we have no controL Our lette~ and
reports are for the exclusive use of the clicnts to whom they are *d,~ressed and shall not be lvproduced exccpt in full without the wrltton approval of Ron¢ F. ngincers, Inc.
OlDK Page 6 of 7
RoneEngineers
Report No.: 148255
Project No.: 015729 Client: City of Coppcll
Water added at site: 5 gallons
T~w. hniclan: Alltholay Maldonado
Report Distribution:
(1) Cit~ of Copp~ll
(1) city of coppeU
(1) City of Copp~ll
(I) Infra~Iru~ur~ S~vlcez, In~.
Started: 9:00~m Finished: 4:3~m
(1) City of Coppell
(1) S~hr/~kel~ Rollins & ~c., Inc.
Clay
Projo~t Manager
LIMITATIONS: The test results pr--~cated herein wac ~n~pa~d based upon the specific samples provided for test/ng. We assume no rcsponsi~ for varintion in quality
(composition, appearance, pcrformance, etc.) or any other feature of similar subject mattcr provided by pcrsom or c~litiom ovcr which we have no conu~l. Our Icttc~ and
reports nrc for thc exclusive use of the clicnts to whom they nrc addressed and shall not be r~uccd exccpt in full without thc written ,al..~ oval of Rone Engineer, Inc.
01DK Page 7 of 7