ST0001-LR020429 (4) 8908 Ambassador Row
Dmlla% Texas ?$247-4510
(214) 6309745
(214) 630-9S19 (ax)
CONCRETE COMPRESSIVE STRENGTH TEST
CHeat:
City of Coppell
Atto: Ma. Susan Taylor- Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Project: CreekviewDrive and
Freeport Parkway
CoppelL TX
Services: Obtain samples of fresh concn~te at the placement locations, perform required field testing, cast compressive strength samples and bring
ssmples back to thc laboratory for curing and testing in accordance with applicable stnndexds.
PROJECT DATA
$-rK~N~-rll:
SLUMP fro):
Am(%):
connectoR: Infrastructure Services, Inc.
coNc~rg strepL~m ~o~
p~: 7
SPEC~CATION ~OV~
30~ psi ~ 28 Da~
3% - 5%
AS~ C-172
AS~ C-31
AS~ C-143
AS~ C-231
AS~ C-1064 '
AS~ C-138
~ C-39
M~X Or-SIGN LO.: 38
~Ac~,m~rr OAT~: 04/19/2002
~A~ commons: Cl~
~ s~o: 7:05~ ~T~ ~: 6:0~
~r~-~ 80 F ~N~: 90 F
~uczso: 1~5 ~T~O:' 7115618
m CO~ (%): 3.5 ~ ~m~ ~: NA
SAMPLE LOCATION: 35' east x 5' south of norlhwest
REPORT OF TESTS ofpa s, outh
Concrete Compressive Cylinder 6" x 12" (area 28.27 SCl. in.)
CYLINDER MEASURED
MARleD SLUMP
~ (inches)
MAXIMUM COMPRESSIVE
DATE AGE LOAD SITZNG]'ti
TEsr~O (days) Obs. force) (psi)
2.5
2.5
2.5
2.5
04/22/2002 3
04/26/2002 7
05/17/2002 28
05/17/2002 28
Hold
90975 3220
98990 3500
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: Thctest results p~semted heminwe~lW~nred based upon the specific s~jlesprovided for testin~ We assume no rmpomibility for vnrintion in quality
(composition, nppezmnce, perfotmnnee, etc.) or any other fentme of slmil~' subject maR~ pmvlded by persons or conditions over which we have no contzol. Our letters and
reports are fl~r the exclusive use of the clients to whom they are addressed and ~hnll not be ~oduced except in full without the writte~ ap~oval of Rone E%olneets, Inc.
01DK Page I of 13
Report No.: i48080 RormEngineers
Project No.: 015729 ~J/
Client: City of Coppell
Water added at site: 10 gallons
LIMITATIONS: The test results presented he~/n we~ pre, pared based upon the specific samples provided for testing. We assume no ruspous~il/ty for variation in quali~
(composition. app~m~e, performance, etc.) or any other feature of s/milar subject mn-~' prov/ded by permus or conditions over which we have no control. Our letters and
reports are for the exclusive usc of ~he clients to whom thcy are addressed and shall not be ,~v~luced except in full w/thout the written a~.~oval of Rone F. nghee~, Inc.
OlDK ]Page 2 of 13
neem
8908 Amb~_*dor Row
I~II.L. Temm ?$247-4510
(2]4) 630-~745
C~]4) ~-9s]9 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
City of CoppeH
Aim: Ms. Susan Taylor- Engineering Dept
PO Box 478
CoppeH TX 75019
Report No.: 148080
Project No;: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Project:
SeFvices:
Creek-view Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at thc placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and teeing in accordance with npplicnble ~tandards.
PROJECT DATA
STRENG'rH:
SLUMP (In):
Am (%):
T~ST METHOD:
cot~rTEAcrom lnh, astmcture Services, ~nc.
CONCRETE SUPPLIER: Lattimoro
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - $ ''
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM (2-39
MIX DESIGN LD.: 38
~LAC~w~rr DATE: 04/19/2002
WEATI~R CONOmONS: Clear
TIM~SAMPLED: 8:40am BATCl~TIME: 8:06~m
TEMPERA~tn~(~-Am 82 r CONC~TE: 90 F
~UC~NO:. 938 ~C~T~ 7115627
~ co~ (%): 4.5 ~ ~]a~ ~: HA
O~t.~. P~ ~A~ON:
~ - ~, ~ ~e ~ Sm~ ~ m S~ 17~0
SAMPLE LOCATION: Station 2+00
REPORT OF TESTS
Compressive Cylinder 6" x 12" (n~ea 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGkH FRA~.-i-KIR~
SET NO. Ouches) TEST~-D (days) Obs. force) (psi) TYPE
2 1 2.5 04/22/2002 3 91245 ' 3230 Unbonded Cap
2 2 2.5 04/26/2002 7 108370 3830 Unbonded Cap
2 3 2.5 05/17/2002 28 Unbonded Cap
2 4 2.5 05/17/2002 28 Unbonded Cap
2 5 Hold
LIMITATIONS: The test results presented hcrein were ~.~ed based upon the specific samples provided for teeing. We assume no responsibility for variation in quality
(con~os'ltion, appcaraaco, pe~forll~lIlCe, etc.) or any other ~ ofslmil~r aubject matter provided by pe~ous or conditiom over which we have no comroL Our lette~ and
t~ports are for the exclusive use of the climts to whom they are addressed nnd shall not be reproduced exoept in full without the wri~n app,oval of he Engineers, Inc.
01OK Page 3 of 13
Project:
8908 Ambassador Row
Dallas, Texas 7S247-4S10
(214) 630-974S
f~14) c,3e-ssl9 (ax)
CONCRETE COMPRESSIVE STRENGTH TEST
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
CoppeH TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Creek'view Drive and
Freeport Parkway
CoppeH, TX
Obtain samples of fresh concrete at the placement Iocetion~ perform required field testing, cast compt~ive strength sample~ and bring
samples back to the laboratory for curing and testing in accordance with applicable ~andards.
PROJECT DATA
$'IRENGTH:
SLUMP (in):
Am (%):
T~ST bl~TitOD:
coNT~croa: ~frastmcture Services, Inc.
CONCI~T~ SUPPLIER: ~O~
P~: 7
S~C~ICA~ON ~Q~
3000 psi ~ 28 Da~
3" - 5"
3% - 5%
AS~ C-172
~ C-31
AS~ C- 143
~ C-231
AS~ C-10~
AS~ C-138
AS~ C-39
MIX DESIGN LD.: 38
PLAC~bl~NT DAT~: 04/19/2002
w~macon~mo~ts: Partly cloudy
TIM~SAiVn'LED: 10:30am SnTC~Tn~: 9:02am
TEMPERATURE (F) - AIR 82 g CONCRETE: 90 F
'rat~cs: no: 1093 TIOmT nO:. 7115637
Am co~'a'z~r (%): 4.25 tnvrr w~mm' {p~O: NA
OVERALL PLACEMENT LOCATION:
Paving - Creekvinw, sou~ lane eastbound, Station 0-~ to Station 17+00
SAMPLE LOCATION: Station 3+75
REPORT OF TESTS
Conct~-te Cor,~p~e,~sive Cylinder 6# x 12" (area 28.27 sq. in.)
CYLINDER MEASURE~
MARKED SLUMP DATE AGE
SET NO. (Inches) TESTED (days)
3 1 2.25 04/22/2002 3
3 2 2.25 04/26/2002 7
3 3 2.25 05/17/2002 28
3 4 2.25 05/17/2002 28
3 5 Hold
MAXIMUM COMPR~SSIV~
LOAD ,$'r~,~Nt~rtl lrRA~.T ORI~
(lbs. force) (I~i) ~
80015 2830 Unbonded Cap
90835 3210 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented hat~u we~ prepared based upon thc specific ,urn?les provided for testing. We assume no responsibility for vndntion in quality
(composition, appearance, performsnce, etc.) or eay other feature of similar subject mat~er I~ovided by persons or conditlom over which we have no control. Our letters ucd
reports are for the exclusive use of the clients to whom they are nddressed and shall not be reproduced except in full without the wfi~m a~o,,~val of Rone Euglnee~, Inc.
01DK Page 4 of 13
ineer$
·
89~ &mb~dor Row
~ T~.. 75247-4510
(~4) 63o~74s
(214) 6309819 (fax)
CONCRETE COMPRESSIVE STRF. NGTH TEST
Client:
Project:
Services:
City of Coppell
Aim: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
l~'ojeet No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Creekview Drive and
Freeport Parkway
¢oppeU, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive slrangth samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
co.reACTOr: Infrastructure Services, Inc.
CONCRETE SUPPLIER: LRttilnor~
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.: .~8
PLACEMENT DATE:
WEATHER CoNomON8:
TIME sA~n'L~D: 1:2~m
~ ~o: 1106
~ co~ (%): 4.0
04/19/2002
Cloudy
SATCn ~: 12:41pm
85 F CONC~TE: 90 F
TICKET NO: 3143432
u~rr wgia~rr ~'0: NA
OVERALL PLACEMENT LOCATION:
Paving - Crenkview, south lane eesibmmd, Stminn 0+00 to Stafien 17+00
SAMPLE lOCATION: Station 5+25
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. Onches) TESTED (days) Obs. force)
4 1 2.5 04/22/2002 ~ 3 92295
4 2 2.5 04/26/2002 7 100175
4 3 2.5 05/17/2002 28
4 4 2.5 05/17/2002 28
4 5 Hold
3260 Unbonded Cap
3540 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results pre~entcd he~eln were p~eparcd based upon the spccific ~mpl~ providod for testing. We a~lune no responsibility for variation in quality
(composition, appesranoe, pedomumc~, eta.) or any other feature of similar subject matter provided by persons or conditions over wh/oh we have no c~n~ol. Our letters and
reports are for the exclusive use of thc clients to whom they are nddr~sed and =hAll not be reproduced except in full without the wr/tien app~val of Rone Engineers, Inc.
01DK Page 5 of 13
Report No.: 148080 RormEngin~rs
Project No.: 015729 Client: City of Coppell
Water added at site: 5 gallons
LIMITAT/ONS: The test results presented he.in we~'e prepared ba.~ed upon tho specific ~n?tes provided for teeing. We e~une no responsibility for varisfion in quslity
(composition, appearance, pcrfomumce, etc.) or any other feature of similsr subject mat~cr provided by persons or conditions ove~ which we have no conh. oi. Our letters and
reports are for the exclusive use of thc clients to whom they arc addressed and shall not bc ~.~,,~duccd except in full without thc written approval of Ronc F.,ngineef3, Inc.
01DK Page 6 of 1~
Project:
Services:
8908 Amtnundor Row
Dslln% T~it 7S247-4510
(214)
(214) 630-9819 (hx)
CONCRETE COMPRESSIVE STRENGTH TEST
city of Coppell
Aim: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 7:5019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Crcekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, peril,., required field tearing, cast compressive strength ~mnples and bring
samples back to the Inboratory for curing nnd tinting in accordnnce with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONT~croI~ Infrastructure Services, Inc.
CONCRETE SUPPLIER: Latt~ore
PL~r.. 7
SPECIFICATION R~QUIR~MENTS
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
PLACEMENT DATE: 04/19/2002
WEATHER CONDmONS: Partly cloudy
?nm~SA~OLED: 2:35pm nATCtl~ME: 1:57pm
TEar, RACe-Am 85 F CONC~TE: 92 F
~UC~NO: 757 ~C~T NO: 7115666
Am CONTEWr (%): 4.75 uNrr w~[~rr (~0: NA
OVERALL PLACEMENT LOCATION:
Paving - ~w, sout~ hnc m~boun,~ Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 7+60
REPORT OF TESTS
Concrete Con~presaive Cylinder 6" x 12" (nrta 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPI~SSIVE
MARI~D SLUMP DATE AGE LOAD ~rREN~fr~ FRA~.-rURE
SET NO. (inch.-) TEbi'i~D (dayO 0ba foree) (pd) TYP~
5 1 2.0 04/22/2002 3 94700 3350 Unbonded Cap
5 2 2.0 04/26/2002 7 105295 3720 Unbonded Cap
5 3 2.0 05/17/2002 28 Unbonded Cap
5 4 2.0 05/17/2002 28 Unbonded Cap
5 5 Hold
LIMITATIONS: The test result~ presentod he~in we~ prepared based upon the speclfte samples provided for tesi~tg. We esanme no re~o~thili~ for variation/n quality
(composition, appcarance, performance, e~c.) or any other feature of ~"i!*, ~ul~zt ~"ff_ provided by pc~ons or conditiom over which we have no conlrol. Our letters and
reports are for the exclusive use of the clicnts to whom they are eddresscd and shall not be ,zl~luccd exccpt in full without the wriRon al~uval of Rone Engineers, Inc.
OlDK Page 7 of 13
Report No.: 148080 RoneEn~ln~
Project No.: 015729 ~g~
Client: City of Coppell
Water added at site: 5 gallons
LIMITATIONS: The test results presented herein we~ prepored b~ed upo~ ~c R~ecific aamplm provided for tgsting. We assume no responsibility for ~ in qualily
(composition, appi~ a~ce, pcr~rmance, etc.) or any other feature of similar subject matter provided by petsolls or conditions over which we have no oontml. Our letters and
~"ports are for She exclusive use of thc clients to whom they arc addressed and shall not ha replDduced except in fllll without the w~itlem ~uC, vltl ofRone Enginoer~, Inc.
01DK Page 8 of 13
ineers
8909 Ambassador Row
Dultu, T~-- ?S247-4S10
(214)
(2~4) 630-9819
CONCRF TE COMPRF SSIVE STRI ,NGTH TEST
CHen~.
City of Copp~ll
Atto: Ms. Susan Taylor - Engin~rin8 D~t
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Services:
Cr~kvi~w Driv~ and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete nt the plncemant locations, perform required field testing, cast compressive strength scruples md bring
samples b~ck to the laboratory for curing and testing in accordance with applicable standnrds.
PROJECT DATA
STRENG'rtl:
SLUMP (In):
AIR (%):
TEST METHOD:
co~rrn~croa: Infrastructure Services, Inc.
CONCRETE S~PL~ER: Latthnore
PL,~rr: 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 LD.: 3~
~'LAC~MEI~rr DATE: 04/19/2002
WEATflER CONDITIONS:
~~o: 4:35pm ~T~: 2:llpm
~E~-~ 86 F CON~: 90 F
~u~so: 973 ~T~O: 7115670
~ CO~ (~): 4.0 ~ ~G~ ~m: HA
O~ P~ ~A~ON:
SAMPLE LOCATION: Station 9+30
REPORT OF 'TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET' NO. ('tuches) TESTED (days) Obs. force)
6 1 2.5 04/22/2002 3
6 2 2.5 · 04/26/2002 7
6 3 ' 2.5 05/17/2002 28
6 4 2.5 05/17/2002 28
6 ' 5 Hold
COMPRESSIVE
STBEN~rn lrP. ACl-UR~
80170 2830 UnbondedCap
99385' 3510 UnbondedCap
Unbonded Cap
Unbonded Cap
LIMITATIONS: Thc test results presented herein were pre~ based upon the specific lmm?les provided for testing. We mm no responsibility for variation in quality
(compos/fion, appearance, performs,ce, otc.) or any other fcamre of sim/hr subjeot mae. er pwvkkd by p~om or conditions over which we hnve no control. Our letIcrs and
reports are for the exclusive use of the clients to whom they are addressed and shsll not be reproduced except in full without the written a~p~ovnl of Rone Engineers, Inc.
01DK Page 9 of 13
8908 Amb---_-dor Row
Dallas, T~-. 75247-4~10
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
City.of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 7S019
Report No.: 148080
l'roje~t No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Services:
Creek'view Drive and
Fre~lml~ Parkway
CoppoH, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compresmve stretch samples and bring
sample~ back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
,%-fl~ENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
co~a~croa: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattim ore
PLA~r: 7
SPECIFICATION REQUI~MENTS
3000 psi ~ 28 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
rt, AC~MEr~r DA~: 04/19/2002
w~THERCOnOmoss: Partly cloudy
~MESA~UZD.. 4:15pm BATCHTIM~: 2:45pm
TEM~RATInt~ff)-Am 85 F CONCRETE: 90 F
TaUCKNO: 1050 TIC~C~TNO: 3143452
Am conrz~r (%): 4.25 tn~r W~IGaX C~0: NA
OVERALL PLACEMENT LOCATION:
Paving - Creeiodew, south lane eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 10+75
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (~res 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (pd) TYPE
7 1 2.25 04/22/2002 3 85250 3010 Unbonded Cap
7 · 2 2.25 04/26/2002 7 96920 3430 Unbonded Cap
7 3 2.25 05/17/2002 28 Unbonded Cap
7 4 2.25 05/17/2002 28 Unbonded Cap
7 5 Hold
LIMITATIONS: The test results presented herein were pt.-patti based upon thc specific ~mple~ Imovid~l for t~ting. We assumo no responsibility for variation in quality
(compusition, appearance, performance, cts.) or any other feature of similar ~lbj~'t IBatter p[ovld~d by ~ or O01uliti~ls ove~ which we have no control. Our lette~ and
rzports ar~ for the exclusive use of the cliffs to whom they nye adt~essed and shall not be reproduced except in full without the written approval of Rone Fa~neers, Inc.
01DK Page 10 of 13
Report No.: 148080 RoneEn~ineers
Project No.: 015729 ~,~ ~
Client: City of Coppell
Water added at site:
10 gallons
LIMITATIONS: The test results p~sented herein were 9,~ared based upon gte specific sn-B?~e~ provided for tcst~._e We assume no responsibility for variation in quality
(composition, appeerallce, performance, etc.) or any other feature of~imil,~- subject matter provided by persons or conditions ~ver which we have no conUol. Our let'ters and
reports arc for the exclusive use of the cl;e-~ to whom they are addressed and shall not be ~-'produced except in foil without the writ~ea ,~l,Y~oval of Ronc F. ni~nee~, Inc.
O1DK Page 11 of 13
Ineers:
8905 Ambassador Row
~ Tins 75247-4S10
(214) 630-9745
(214) 63o-9~i9
Client: C~ty of Coppell
Atto: Ms. Susan Taylor - Engineering Oept
PO Box 478
Coppell TX 75019
'CONCRETE COMPRESSIVE STRF, NGTH TEST
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Project:
Services:
Creekview Drive and
Freeport Parkway
Copp~n, TX
Obtain samples of fresh coner~ at the placement locations, lXrfonn required field testing, cast ~prmsive strength samples and bring
smnples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: lnfrastructul'o Scl'Vices, Inc. MIX DESIGN LD.: 38.
CONCRETE SUPPLIER: LaUJmorc PLACEMENT DATE: 04/19/2002
rta~rr: 7 WEATHERCOm~moNs: Partly cloudy
SPECIFICATION REQUIREMENTS TIMESAMPI~D: 5:15pm BATCheS: 4:lgpm
ST~NGTa: 3000 psi ~ 28 Days TESU~aATURE0~-Am 85 r coNcRETE: 90 r
SLUSn,(a): 3" - 5" TRUOCNO: 746 T~OmX~qO: 6173396'
~ (%): 3% - 5% Ant CONTENT (%): 4.5 unrr WEIGHT (pc0: NA
TEsr SmTnOD: ASTM C- 172 OVrRArL PLACESmNT LOCATmN:
ASTM C-31 Pavins- Cr~kvi~w, sou~ hne ~a~tbon~ Station 0+00 to Station 17+00
: ASTM C-143
· ASTM C-231
ASTM C-1064
ASTM C-138 SAMPLE LOCATION: Station 12+60
ASYM ¢-39 RF PORT OF TESTS
Conu, c,t~ Compressive Cylinder 6" x 12" (area 28.27 SCl. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STREN~-flt FRAc-i'URE
SET NO. (lnehm) TESTED (day~) 0b~. for~) (IM) TYPE
8 1 2.5 04/22/2002 3 89680 3170 Unbouded Cap
8 2 2.5 04/26/2002 7 103795 3670 Unbonded Cap
8 3 2.5 05/17/2002 28 Unbonded Cap
8 4 2.5 05/17/2002 28 .Unbonded Cap
8 5 Hold
LIMITATIONS: The test rmults presented h~ein were pre~ based upon Oae speciflo sn?les provided for te~ng. We u~m~ no r~ponsibih'ty for variation in quality
(composition, alrpeanm~e, ~nee, etc.) or a~y other fenture of similar subject n~_~ providcd by gna-ams or conditions ove~ which we have no control. Our letters and
reports ~e for ~he exclusive use of ~hc clients to whom thcy am addressed and shall not b~..~,,~uced cxcept in full wi~ou~ the writ~ ~,b~.,val of Rone Engineers, Inc.
01DK Page 12 ofl3
:neers:
CUent:
890~ Ambamdor Row
D. II~, Tex~ 75247-4S10
(214) ~745
014) ~19 (fax)
CONCRETE STRENGTH TEST
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148080
Project No.: 015729
Date of Service: 04/19/2002
Report Date: 04/29/2002
Project:
services:
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain smnples of fresh con~o at thc phu~:ment locations, perform required fie~d f~Jting, cost compressive streo~h smnplcs and bring
samples back to the lnboratm'y for curing and testing in nccordnnce wi~h applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
CONTRACTOR~ Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattlmoro
Pt,~rr: 7
SPECIFICATION R~QUIREM~NTS
3000 psi ~ 28 Days
3" - 5"
3% -5%
ASTM C- 172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C-138
ASTM C-39
MIX DESIGN LD.: 38
PLAC~ME~rr DATE: 04/19/2002
WEATIIER CONDmONS: Partly cloudy
~MESAM~LED: 6:05pm BA'rCnT~ME: 5:17pm
TEMPERATURE (F).Am 86 F CONCRETE: 90 F
TEucx NO: 1118 TIC'~? NO:. 6173407
~m CONTE~rr (%): 4.0 uNrr WglGItT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - Creekview, ~tth Inne eastbound, Station 0+00 to Station 17+00
SAMPLE LOCATION: Station 14+55
REPORT OF TESTS
Concrem Compressive Cylinder 6" x 12" (area 28.27 gl. in.)
CYLINDER MEASURED
MARKED SLUblP
SET NO. One. h,-,)
9 1 2.0
MAXIMUM
DATE AG~ LOAD
TESTED (days) 0bs. force)
04/22/2002 3 85235
COMPRESSIVE
(~-,)
3010
FRACTURE
TYPE
Unbonded Cap
9 2 2.0
04/26/2002 7 102765
3630 UnbondedCap
9 3 2.0
9 4 2.0
05/17/2002 28
05/17/2002 28
Unbonded Cap
Unbonded Cap
9 5
Technician: Anthony Maldonado
Relmr~ Distribution:
(I) City of Copl~ll
(1) c~ of coppen
(1) city of C. oppeU
(1) lafl'asm~tur~ S~vic~, Inc.
Hold
Stsrted: .6:00am Finished: 8:30Pm
(1) City of Coppell
(1) Sohrlok~ l~qll~n. & A~oc., Inc.
Rone //hie.
LIMITATIONS: The test results presented herein were ~-~..~cd based upon the spec/ftc samples provided for t~at~g. We assume, no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by penons or conditions over which we have no control. Our le~en; and
reports nrc for the exclusive use of the clients to whom they are ,dd~sed and shall not be ,~,,,,duced exo~t in full without the written ap/~oval of Rtme Engineers, Inc.
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