ST0001-LR020510ROneEngineers
8908 Ambassador Row
DMla~ Texas 75247-4~10
(214) 630-974~
(214) 630-9819 {fax)
CONCRETE COMPRESSIVE STRF NGTH TEST
Client:
Project:
Services:
City of Coppeli
At'm: Ms. Susan Taylor - Engineering Dept
- PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creek'view Drive and
Freeport Parkway
Obtain samples of fresh conu,='~ at the placement locations, perform required field testing, cast comp~ei, sive strength samples and bring
samples back to the laboratory for curing and testing in acconlance with applicable standards.
PRO,rECT DATA
STRENGTH:
SLUMP [ia):
Am(%):
TEST M~THOD:
COtrrRACrOa: ' Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattixllore
PLANT: 3
SI~CIFICATION I~QUII~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 I.D.: 38
~,~CEMV. nT DAn: 05/02/2002
WEATI~R commons: Clear
T~ ~: 3:00am BATCH ~: 2:34~
~MPE~-Am 70 F CON~: 90 F
~U~ nO: 1111 ~C~ nO: 31~0~
MR CO~ (%): 3.5 U~ ~IG~ ~: NA
O~L P~ L~A~ON:
~v~ - n~ ~ C~ ~ w~ S~fion 26+50 ~ 5~ ~
SAMPLE LOCATION: Station 26+35
REPORT OF TESTS
Conc~te Compressive Cylinder 6" x 12" (ar~a 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARleD SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nehes) TESTED (days) 0b~ force) (IM) TYPE
1 1 2.0 05/06/2002 4 83560 2950 Unbonded Cap
1 2 2.0 05/09/2002 7 92825 3280 Unbonded Cap
1 3 2.0 ~ 05/30/2002 28 Unbonded Cap
1 4 2.0 05/30/2002 28 Unbonded Cap
1 5 Hold
LIMITATIONS: The test results presented herein were pro~red based upon the specific snm!21es provided for testing. We assume no responsibility for variation in qunlity
(comoosition, appearance, performance, et~.) or any other feature of similar subject matte~ provided by pe~ons or ~onditions over which we have no eonlroL Our letters nnd
reports arc fro' thc cxclusive use ~f the clicnts to whom thc,/arc ndd,~ssed and shall not be i~lu~ed except in full without thc written approval of Rone Enginccrs, Inc.
01DK Page 1 of 20
Report No.: 149030 Ron~Engine®rs
Project No.: 015729 Client: City of Coppell ~i~
Water added at site: 10 gallons
LIIVflTATIONS: The test results presented heroin were prepared based upon the specific mn?les provided'for testing. We assume no responsibility for variation in quality
(composition, appearance, performnnee, etc.) 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 use of the clients to whom they are addressed and shah not be reproduced except in full without the written approval ofRone F_aglnenn, inc.
OlDK Page 2 of 20
RoneEn g
8~08 Ambassador It. ow
DIIl.=. Texas 75247-4510
(214) 6309745
(2]4) c~0~819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
CHent:
Project:
Services:
City of Coppeil
Arm: Ms. Stman Taylor - Engineering D~pt
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creek-view Drive and
Freeport Parkway
Obtain samples of fresh concrcte at the placement locations, perform required field testing, cast compressive strength samples and bring
sample~ back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
~-rle~NGTH:
SLUMP On):
AIR (%):
TEST METHOD:
coivrRAcrom Infrastructure Sen/ices, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 3
SPECIFICATION REQUIRE~NTS
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
PCAC~ME~rr DATE: 05/02/2002
-WEATltI~R convmoNs: Clear
TIME SAMPLED: 3:50aln BATCH TIME: 3:16am
TEMPE~ATUa~ff)-Am 70 F CONC~TE: 90 F
T~UC~ NO: 1124 ~XSO: 31~073
~ CO~ (%): 4.0 ~ ~m~ ~: NA
O~ P~ ~A~ON:
~ - n~ ~ C~ ~ wmt~ S~on 2~50 m Station ~
SA_M~LE LOCATION: Station 24+55
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 ~q. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO, (inches) TESTED (days) Bbs. force) (psi) TYPE
2 1 2.5 05/06/2002 4 83050 2940 Unbonded Cap
2 2 2.5 05/09/2002 7 92480 3270 Unbonded Cap
2 3 2.5 05/30/2002 28 Unbonded Cap
2 4 ' 2.5 05/30/2002 28 Unbonded Cap
2 5 Hold
LIMITATIONS: The test results presented herein were ~t,ared based upon the Sl~cific samples provided for testing. We assume no responsibility for variation in quality
(~omposition, appearance, performance, etc.) or any other fextore of similar subject matter provided by persons or conditions ove~ which we have no control. Our lette~ nnd
rqx~s are for the exclusive nsc of the clients to whom they are nddressed and shall not be ~--v, sduced except in full without thc written approval of Rone Ensinec~s, Inc.
01DK Page 3 of 20
RoneEngineers
8908 Amb~_~_~_~dor Row
Dallas, Texas 7S247-4810
(214) 630-974S
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Pro~ect:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 0! 5729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creekview Drive and
F~-eport Paflcway
Coppell, TX
Obtain samples of f~esh concrete st the placemant locations, perform required field testing, cast compressive s~rcngth samplm and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROSECT DATA
:s-I1e, ENGTH:
SLUMP 0n):
AIR (%):
TEST METHOD:
Cot~rRACTOR: Infrastructure Services, Inc.
CONCRKTE SUPPLIER: Lattimore
PLANT: 3
srEc~r~cATIoN aZQUmZ~z~rrs
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
SAMPLE LOCATION: Station 22+$0
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (m'ea 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
3 1 2.25 05/06/2002 4 74950 ~ 2650 Unbonded Cap
3 2 2.25 05/09/2002 7 88630 3130 Unbonded Cap
3 3 2.25 05/30/2002 28 Unbonded cap
3 4 2.25 05/30/2002 28 Unbonded Cap
3 5 Hold
LIMITATIONS: The test results presented herein were p~ based upon the specific samples prodded fi~r testing. We assume no respomibility for variation in quality
(composition, appearance, pcrforn~ncc, etc.) or any other fcsturc of similar subject n~ ~'~ provided by persons or conditions over which wo have no control. Our letters and
rclmrts are for the cxctusive usc of the clients to whom thcy arc addresscd and shall not be rel~Oduccd except in full without thc written approval of Ronc Enginccrs, Inc.
01DM Page 4 of 20
RoneEn gineers
8908 Ambassador Row
Dallas~ Texas 7524%4510
(214) 630-9745
(214) 630-9819 {fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creekview Drive and
Freepo~ Parkway
Coppell, TX
Obtain samples of fresh concrete at thc placement locations, perform required field testing, cast compressive suength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
colvrl~cTOm Infiastmcture Services, ~nc.
CONCRETE SUPPLIER: ~tttim o1~
PLANT: 3
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.: 38
PLaCeMENT DAT~: 05/02/2002
WEATHER CONDITIONS: Clear
~ SAMFI.~D: 5:30am BATCH TIMg: 4:52am
TEMPERATURE (F) - AIR 72 F CONC~TE: 90 F
~muc~ so: 966 TIC~T NO: 3144092
Am CONTENT (%): 4.0 u~rr wgm~rr (v--0: NA
OVERALL FI.,ACEMENT LOCATION:
Paving - noflii lane, Creekview goin~ westbound, Station 26+50 to Station 0+00
SAMPLE LOCATION: Station 19+75
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARleD SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (pd) TYPE
4 1 2.75 05/06/2002 4 78550 2780 Unbonded Cap
4 2 2.75 05/09/2002 7 95640 3380 Unbonded Cap
4 3 2.75 05/30/2002 28 Unbonded Cap
4 4 2.75 05/30/2002 28 Unbonded Cap
4 5 Itold
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other fealure of similar subject matter provided by p4~om or condifion~ over which we have no conUoL Our letters and
reports are for thc c~clusive use of the clients to whom they are addressed and shall not be ,~,xluced except in full without thc wrltteo approval of Rone Engineers, Inc.
01DK Page 5 of 20
eers
8908 Amb-_*s*_dor Row
Daths, Texas 75247-4S10
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Copp¢ll
Atm~ Ms. Susan Taylor - Engineering D~'~t
PO Box 478
CoppeH TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Project:
Services:
Cr~cview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concre~ at the plaonment locations, perform required field testing, cast compressive strangth samples and bring
samples back to the laboratory for curing and testing in accord~n~ with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (ia):
Am (%):
TEST METHOD:
CONTRACrOR: Infrastructure Sendces, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 3
SP~.OnCATION REQUmEMENTS
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 LD.: 38
PLACEMENT BATE: 05/02/2002
WEATHER CONDmONS: Clear
TIME SAMPLED: 7:20am BATCH TIME: 6:30~m
TEMPERATURE (F)-Am 72 ~ CONCRETE: 90 F
TRVC~ ~O: 964 TICliET NO: 3144102
Am COm~NT (%): 4.75 t~rr wEiG~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - north laae, Cr~kview ~oinS westbound, Station 26+50 to Station 0+00
SAMPLE LOCATION: Station 18+75
REPORT OF TESTS
Concrete Comprezsive Cylinder 6" x 12" (area 28.27 sq, in.)
CYLINDER MEASURED ~ COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRAe-tORE
SET NO. (inches) TESTED (drys) (lbs. foFce) (psi) TYPE
5 1 4.75 05/06/2002 4 79555 2810 Unbonded Cap
5 2 4.75 05/09/2002 7 95445 3380 Unbonded Cap
5 3 4.75 05/30/2002 28 Unbonded Cap
5 4 4.75 05/30/2002 28 Unbonded Cap
5 5 Hold
LIMITATIONS: The test results presontod herdm were prepsred based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, app~raucc, pedormance, elc.) or any other featu~ of similar subject maim' provided by l~r~ons or conditiom over wh/ch we have no conrail. Our lettors and
r~orts are f~r the exclusive use of the climts to whom they are addressed and shall not be reproduced ~xoept in ~ without tha wr~t~ ap~oval of Rone En~nesr~, Inc.
01DK Page 6 of 20
Report No.: 149030 RoneEngineers
Project No.: 015729 Client: City of Coppell
Water added at site: 10 gallons
LIMrrATIONS: The t~t results ptmemed h~rein w~e p~-ed basod upon the specific samp. l~s provided for testing We assume no rmpousthility for variation in quality
(composition, appearance, Im'formance, e~c.) or any other feature of similax subject matter provided by persons or ~onditiom over which we have no control ~ lette~ and
reports are for tbe exclusive uae of the clients to whom ~h~-y are addrmsed and shall not be reproduced except in full without the written approval of Rone g. ngin~c~s, In~.
Page 7 of 20
Ro gineers
8908 Amb_~_~dor Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 63o.9s19 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Atto: Ms. Susan Taylor -Engineering Dept
PO Box 478
Copper TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Project:
Services:
Creekview Drive and
Freeport Parkway
CoppeR, TX
Obtain samples of fresh conore~e at the placement locations, perform required field testing, cast compressive strength samples and bring
smnples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
coNT~crom Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
Pt, Al~r: 3
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.: 38
rLAc~MENT DATE: 05/02/2002
WEATHER CONDmONS: Clear
TIM~ SAMPLED: 8:lSam BATCHTIM~: 7:34am
TEMPERATUR~ (~) - AIR 68 F CONCRETE: 90 F
~ucK r~o: 1111 TIc~? NO: 3144111
Am COUNT (%): 4.0 ~ WZlG~rr (vt0: NA
OVERALL PLACEMENT LOCATION:
Paving - no~h lane, Creekview goin~ westbound, Station 264-50 to Station 0400
SAMPLE LOCATION: Station 16'+'50
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 scl. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0aches) TESTED (days) 0b~- force) (Ps0 TYPE
6 I 2.5 05/06/2002 4 82740 2930 Unbonded Cap
6 2 2.5 05/09/2002 7 92165 3260 Unbonded Cap
6 3 2.5 05/30/2002 28 Unbonded Cap
6 4 2.5 05/30/2002 28 Unbonded Cap
6 5 Hold
LIMITATIONS: Thc test results presented he~in were ~.,,~v,a'ed hased upon thc specific samples provided for testing. We assume no responsibility for veriatlon in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matt. er provided by persons or conditions over which we have no control. Our letters and
reports arc for the exclusive use of the clients to whom they are eddrcased and shah not be ,~,,~duced cxcelx in full without the written app~,val of Rone En~nerts. Inc.
OlDK Page 8 of 20
Report No.: 149030 RoneEnflin~rs,:?
Project No.: 015729 Client: City of Coppell
Water added at site: 5 gallons
LIMITATIONS: The test resuha presented her~in were ~ based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, perfo~umce, e~.) or any other feature of similar subject matter provided by persons or conditions over which we have no cont~L Om' te~*~ and
~ports are for the exclusive use of the clients to whom they are *ad~essed and ehnll not be ~¢~Ftuduced except in flail without the written a~l~vva~ of Rone Engineers, In~.
01DK Page 9 of 20
gineers
8908 Ambassador Row
Dal~s, Tins 75247-4510
(214) 63O..9745
(214) 6309819 {fax)
CONCRETE COMPRESSIVE STRENGTH .TEST
CHent:
Project:
Services:
City of Coppell
Attn: Ms. Suram Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Projeet No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creek'view Drive and
Freeport Parkway
CoppeLl, TX
Obtain s~raples of fresh concrete at the place~ant locations, perform required field testing, c~t compn~sive strangth samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
b-I'RENGTH:
SLUMP (in):
Ala (%):
TEST METHOD:
co~rraAcTo~ Infrastructure Services, Inc.
CONCRETE SUPPLIKR: Latti122ore
PLANT: 3
S~C~CA~ON ~n~M~rrs
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTIVl C-172
ASTM C-31
ASTIVi C-143
ASTIVI C-231
ASTM C-1064
ASTIVl C-138
ASTM C-39
MIX DESIGN I.D.: 38
rrAc~MP~rr DATE: 05/02/2002
WZA~R commons: Cloudy
~ ~n: 9:00m ~x~ m~: 8:08m
~E~m~-~ 70 ~ CON~: 90 ~
mucz ~o: 821 TIC~T ~O: 31~120
~ co~ (%): 4.0 ~ wzm~ ~: NA
O~L P~ ~ON:
SAMPLE LOCATION: Station 14+75
REPORT OF TESTS
Cono~-~te Compressive Cylinder 6" x 12" (nrea 28.27 SCl. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nehu) TESTED (d~y0 Obs. forex) (pal) TYPE
7 I 2.5 05/06/2002 4 83765 2960 Unbonded Cap
7 2 2.5 05/09/2002 7 103770 3670 Unbonded Cap
7 3 2.5 05/30/2002 28 Unbonded Cap
7 4 2.5 05/30/2002 28 Unbonded Cap
7 4 Hold
LDdlTATIONS: The test results presented herein were p~ based upon the specific ~mplm provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performancc, etc.) or any other feature of similar subject matter provided by p~-som or conditions over which we have no control. Our letters and
reports are for the exclusive use of thc clients to whom they are addressed and shall not be reproduced except in full without thc written aw,,vval of Pone Engineers, Inc.
01DK Page 10 of 20
Client.-
Project:
Services:
ineem
8908 Ambassador Row
Dallas, Texus 75247=4510
(214) 6300745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
City of Copp¢ll
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Dnte: 05/10/2002
Creek'view Drive and
Freeport Parkway
Coppell, TX
Obta'm samples of fi~sh concrctc at the placement locations, perform required field testing, cast compressive strength samples end bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: LattimoI~
PLANT: 3
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
ASTIVl C-138
ASTM C-39
MIX DESIGN I.D.: 38
PLACEMENT DATE: 05/02/2002
WEATli~R CONDmONS: Cloudy
T1ME SAMPLED: 10:00am BATCH TIME: .9:13am
TZMP~.nATUaZ (~-Am 67 F CONCRETE: 90 F
TRUCK NO: 756 TICKET Nb 3144133
,o~ coNTzNT (%): 4.25 u~Tr w~lGa'r (pc0: NA
OV~P. ALI. PLACEMENT LOCATION:
Paving - north lane, Crcekview going westbound, Station 26+50 to Stati°n 0+90
SAMPLE LOCATION: Station 12+60
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq, in.)
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
8 1 2.0 05/06/2002 4
8 2 2.0 05/09/2002 7
8 3 2.0 05/30/2002 28
8 4 2.0 05/30/2002 28
8 5 Hold
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(Ih. force) (psi)
76895 2720
93965 3320
Unbonded Cap
, Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: Thc test results presented herein were ~;~ared based upon Ibc specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other fcaturc of similar subject matter provided by persons or condttious over which we have no control. Our letters and
r~3~o~s are for thc exclusive usc of thc clients to whom they are edd~ssed and shall not be ~cFsoduced except in full without ~he vait~n approval of Rone Engineers, Inc.
01DK Page 11 o~20
Ro gineers
8908 Amb-~dor Row
Dali.t, Texas 75247-4510
(214) 630-9?45
(214) 630~9819 (fax)
CONCRETE COMPRESSIVE STRF NGTH TEST
Client:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creekview Drive and
Freeport Parkway
Coppcll, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive s~'ength smnples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (In):
AIR (%):
T~T METHOD:
CONTaACTOa: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattil~ore
PLANT: 3
SP~.~IlrlCATION REQUIREMENTS
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
M~X OES~O~ ~O.: 38
PLACEMENT DATE: 05/02/2002
WEATHER CONDmONS: Cloudy
TnV~SAM~t, rO: 11:00sm BATCHTIME: 10:17am
T~M~RATV~(r)-Am 69 F CONCl~TE: 90 r
TaVC~C ~O: 820 TIC~C~T ~O: 3144143
· nt coNTeNT (%): 4.75 UmT wEla~rr (~0: NA
OVERALL PLACEMENT I~CATION:
Paving - no~h lane, Cr~'view going westbound,.Station 26+50 to Station 0+00
SAMPLE LOCATION: Station 10+50
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRAC-i'URE
SET NO. 0aches) TESTED (dsys) (lbs. force) (psi) TYPE
9 1 4.5 05/06/2002 4 76340 2700 Unbonded Cap
9 2 4.5 05/09/2002 7 94355 3340 Unbonded Cap
9 3 4,5 05/30/2002 28 Unbonded Cap
9 4 4.5 05/30/2002 28 Unbonded Cap
9 5 Hold
LIMITATIONS: The test results presented herein were prepared based upon the specific Imm?les provided for testing. We assume no responsibility for vadatiou ~. quality
(composition, appnsmncc, performance, etc.) or any other feature of similar subject mat~er provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of the clients to whom they ~e addressed and shall not be ,~l,,,,duced except in full without the written approval of Rcee Engineers, Inc.
01DK Page 12 of 20
ROneEn gi .
8908 Amb~sador Row
DMlas, Tex~ 75247-4510
(214) 630.9745
(214) 630-9819 (f~x)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Project:
Services:
Creek-view Drive and
Freeport Parkway
Coppoll, TX
Obtain samples of fresh eonemm at the placement locations, perform required field testing, east compressive strength 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~mAcrom Infrastructure Services, Inc.
CONCR~'rE SUPPLIER: Lattirn ore
rL,orr: 3
SPECIFICATION REQUIREMENTS
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
MlX DESIGN LD.: 38
I,L~C~ME~rr nAm'g: 05/02/2002
WEA~R COmmONS: Cloudy
TI~ ~D: 1 1 ;~ BATCH TI~: 11:18am
~g~.~ 69 ~ co~c~: ~ ~
~u~ so: 975 ~C~T ~O: 31~156
~R co~ (%): 4.5 u~ ~m~ ~: NA
O~LL P~ ~ON:
P~ - ~ ~. C~ ~g w~ S~ce 2~$0 m Smfi~ ~
SAMPI,~ LOCATION: Station 8+35
REPORT OF TESTS
Concr~ Compressive Cylindex 6" x 12" (a~a 28.27 sq. in.)
CYLINDER MgASUILRD MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO, 0nches) TESTED (days) 0b~ force) (p~l) TYPE
I0 I 2.25 05/06/2002 4 75420 2670 Unbonded Cap
10 2 2.25 05/09/2002 7 93660 3310 Unbonded Cap
10 3 2.25 05/30/2002 28 Unbonded Cap
10 4 2.25 05/30/2002 28 Unbonded Cap
10 5 Hold
LIMITATIONS: The test results presented h~'ui were l~.vared based upon l~e specific samplm provided for testing. We sssume no responsibility for variation in quality
(composition. appearance, pm%mumce. ~tc.) or any other f~_,~r~ of similm' subject matter provided by persons or conditions over which we have no control. Our let'tm and
ar~ for the exclusive use of the clients to whom th are -ad_.'essed and shall not be uced ex 1
repom ' ' ~ ___ reprod cept in ful 'without the written app,-oval of Ron¢ Engincews, Inc.
OlDK P~ge 13 of 20
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppoll
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
CoppeH TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Project:
Services:
Creekview Drive and
Freeport Parkway
CoppeH, TX
Obtain samples of fresh concrete at the plao~nent 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:
SLUMP On):
AIR (%):
TEST METHOD:
co~rrancrom Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattim ore
PLAI~: 3
SpI~-CIFICATION 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
P~,CZsm~r DATE: 05/02/2002
WEATHliR CONDITIONS: Cloudy
~s~: 1:15~ nATCaTI~: 12:22pm
~z~-~ 67 v CON~: 90 F
~c~ ~o: 821 ~x no: 31~169
~ co~ (%): 4.0 ~ wz~G~ ~: NA
O~L P~CE~ ~A~ON:
Pa~ - ~ ~e, ~ ~ w~ Station 2~50 ~ S~ ~0
SAMPLE LOCATION: Station 6+35
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 scl. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nches) TESTED (days) (lbs. force) (ps0 TYPE
11 1 2.25 05/06/2002 4 78845 2790 Unbonded Cap
11 .2 2.25 05/09/2002 7 94490 3340 Unbonded Cap
11 3 2.25 05/30/2002 28 Unbonded Cap
11 4 2.25 05/30/2002 28 Unbonded Cap
11 5 Hold
LIMITATIONS: The test results presented h~oh, were prepared based upon the specific samples pmvidod for testing. We assume no ~gomibility for variation in quality
(composition, appemance~ performance, etc.) or any other feature of similar subject matter provided by pet~oes or conditions over which we have no control. Our le~ers and
r~m:~ts are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without fire written al~noval of Rone Engineer, Inc.
01DK Page 14 of 20
Repo~ No.: 149030 RoneEngin~e. rs:
Project No.: 015729 Gent: City of Coppcll ~gl_
Water added at site: 5 gallons
LIMITATIONS: The test resulu pr~tefl her~in were prepared based ~ ~ ~ifi, ~1~ ~ f~ t~ We ~ ~ ~ibifi~ hr v~ M ~
(~s~, ~'~o~cc, ~.) or ~y o~ f~ of s~l~ ~b~t ~ ~v~ ~ ~ ~ ~fi~ ov~ wM~ we ~ve ~ con~l. ~ 1~ ~
~ ~ ~r ~e ~cl~ive ~ of ~c cli~ ~ whom ~ ~ ~ ~d s~ ~t ~ ~,~ ~ ~ ~ ~out ~e ~R~ ~uV~ of ~ne.~, ~.
O~DK P~e 15 of 20
RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 63O-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Projeet:
Services:
Creekview Drive and
Freeport Parkway
CoppeR, TX
Obtain samples of fresh conc~te at the placement locations, perform rcqui~d field testing, cast compressive strength samples and bring
samples back to the laboratory for curing end testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMF (In):
Am (%):
TEST METHOD:
co~rraAcTon: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lat~il'Ilofe
PLANT: 3
SPECIFICATION I~QUIREMENT$
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
ASTIVl C-39
Mix o~.Sli;N L~.: 38
~Ac~ME~rr OAm~: 05/02/2002
W~ATa~a corn)mows: Cloudy
TX~ s~o: 2:0~m ~TCa ~: 12:58pm
~g~-~a 72 ~ co~: 90 ~
~u~ ~o: 830 TIC~T ~O: 3 I~ 175
~ co~ (%): 4.5 ~ ~o~ ~c0: NA
O~ P~CE~ L~A~ON:
~ - n~ ~, C~ go~ w~, S~ 2~50 ~ Station ~
SAMPLE LOCATION: Station 5+50
REPORT OF TESTS
Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYIANDER MEASURED MAXIMUM
MARKED SLUMP DATE AGE LOAD
SET NO. (inches) TESTED (days) (lbs. force)
12 1 2.5 05/06/2002 4 81525
12 2 2.5 05/09/2002 7 87135
12 3 2.5 05/30/2002 28
12 4 2.5 05/30/2002 28
12 5 Hold
COMPRESSIVE
STRENGTH FRAe-tORE
2880 Unbonded Cap
3080 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results presented herein were pr~ based upon the spe~if~ samples provided for te~t/ng. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any othcr fcature of similar subject mat~ provided by persons or conditions ove~ which we havc no control. Our lcttcrs and
reports are for the exclusive use of the cliev~s to whom they are n_ddrcssed nad shall not be reproduced except in full w/thout the wr/tlen apl/oval of Rone En//nee~, Inc.
01DK Page 16 of 20
Report No.: 149030 RoneEn~in~m'
Proj~t No.: 015729
CUent: City of Coppcll
Water added at site: 10 gallons
LIMITATIONS: The test results presented herein w~e ~,.~ed based upon ~he specific samplm provided for testing. We a~sume no responsibility for variation in quality
(composition, appearance, performnnce, etc.) or nny o~aer feature of similar subject mater provided by persons or conditions over which we havc no conUol. Our lct~e~ and
reports arc for thc cxclusivc usc of thc clients to whom they arc addr~scd and shah not be .~,,duccd cxccpt in full without thc writtm ~p. ovnl of Ronc Enginec~. Inc.
01DK Page 17 of 20
gJn.eers
890~ Ambassador Row
Dallas, Texas 7S247-4510
(214) (~30-9745
(214) 630-9819 {fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Project:
Services:
Crcckview Drive and
Freeport Parkway
Coppoll, TX
Obtain samples of fresh concrete at the placcmant locations, pe~orm r~luircd field tcsting, cast compressive strength samples and bring
samples back to the laboratory for curing and tcstin8 in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (h):
AIR (%):
TEST METHOD:
com~.Acroa: Infrastructure Services, Inc.
CONCRETE SUPPLIER: l.~ttinlOl~
PLANT: 3
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 5%
ASTM C-172
ASTM C-3!
ASTM C-!43
ASTM C-231
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I J).: 38
rt,nc~smnT Dna: 05/02/2002
WEA~R COmmONS: Cloudy
TI~S~=: 3:5~m ~T~T~: 3:~pm
~~-~ 70 V CO~: 90 ~
~uc~ no: 1~0 ~C~T ~o: 7116146
~ co~ (%): 4.0 ~ ~IG~ ~c0: NA
0~ P~ ~A~ON:
~g - no~ ~, C~ go~ w~ S~on 2~50 ~ S~on ~
SAMPL~ LOCATION: Station 4+00
REPORT OF TESTS
Concrete Comp,~ive Cylindcr 6" x 12" (area 28.27 sq, in.)
CYLINDER M~ASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD .i;i'RENGTH FRAC-rURE
SET NO. (inches) TESTED (days) 0bL force) (psi) TYPE
13 1 3.5 05/06/2002 4 77025 2720 Unbonded Cap
13 2 3.5 05/09/2002 7 83125 2940 Unbonded Cap
13 3 3.5 05/30/2002 28 Unbonded Cap
13 4 3.5 05/30/2002 28 Unbonded Cap
13 5 Hold
LIMITATIONS: The test rcsults presestcd h,~h, w~rc ~u~d based upon the spesifio samples provided for tinting We assum~ no responsibility for variation in quality
(coml~/tio~ appesnmce, perfonnam~, etc.) or any other feature of similar subject matter provided by per, om or cond/tions over which we have no control. Our lcttc~ and
r~"ports arc for thc exclusive use of the cliests to whom they are addressed and _~hnll not be r~produced exccpt in full without thc written ~oval of Rone ~agineers, Inc.
01DK Page 18 of 20
inee
8908 Ambassador Row
Dallas, Texas 7S247-4510
(214) 630-9745
(214) ~3o-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Arm: Ms. Susan Taylor - Engineermg Dc-pt
PO Box 478
Coppell TX 75019
Report No.: 149030
Project No.: 015729
Date of Service: 05/02/2002
Report Date: 05/10/2002
Creek-view Drive and
Freeport Parkway
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 laboratow for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP {ia):
AIR (%):
TEST METHOD:
Co~rrRACTOR: rnfi'astmcture Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 3
STECI~CAX~O~ RE~taiu~sm~rrs
3000 psi ~ 28 Days
3" o 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
p~,c~sm~rr DATE: 05/02/2002
W~ATHER co~mons: Cloudy
~ s~n: 5:0~m ~ATCS T~: 4:16pm
~E~-~R 75 ~ COS~: 90 F
~C~ nO: 1123 T~C~T SO: 617437
~ co~ (%): 4.1 u~ ~xo~ ~0: NA
O~L P~ ~A~ON:
~ - ~ ~, C~i~ go~ w~ S~ 2~50 m Station ~
SAMPLE LOCATION: Station 3+50
REPORT OF TESTS
Concrete Compressive Cyl/ndes 6" x 12" (arm 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE AGE
SET NO. (inches) TESTED (days)
14 1 2.0 05/06/2002 4
14 2 2.0 05/09/2002 7
14 3 2.0 05/30/2002 28
14 4 2.0 05/30/2002 28
14 5 Hold
~ COMPRESSIV~
LOAD STRENGTH FRAL-rURE
0bs. force) (psi) TYPE
77115 2730 Unbonded Cap
89585 3170 Unbonded Cap
Unbonded Cap
Unbonded Cap
LIMITATIONS: The test results prase~ted h~-~ were prcpmx~l based upon the spec/ftc ~anplas provided for testing We assume no r~gomibility for variation in quality
(anmposifion, appearance, porformanoe, etc.) or any other fmtorc of similar subject matter provided by penmm or conditiom ovc~ which we have no controL Our letters and
~ports are for the exclusive use of~he clients to whom they are addressed and shall not bc ~.~oduced except in full w/thout the written alqn~,val of Rone ~n~nccfs, [no.
01DK Page 19 of 2O
Report No.: 149030 RoneEngineers
Project No.: 015729
Client: City of Copp~ll
Water added at site: 10 gallons
Techni¢laa: Anthony Maldonado
Report Distribution:
(I) City of Cop~ll
(1) City ofC, o[~ll
(!) City of Copl~ll
(I) infmm~tur~ $~rvi¢~, Inc.
SUrfed: 2;00am Finished: 6:00pm
(1) City of CopI~ll
(1) Sclu~ko[, Rolli~ & A~no., ln~.
Rone En~neeFs, Inc.
Clay Stark
Project Managex
LIMITATIONS: The test results presentcd herein were p~pared based upon the specific samples provided for tes~in& We assume no responsibility for variation in quality
(composition, appearance, performance, tew.) or any other feature of s/m/Ira' subjeot m_= _-_~ prov/ded by posons or conditio~ over wh/~h we have no control. Our lettels and
reports are for the exclusive use of the clicnts to whom they are addressed and shall not bc ,~,,~duced except in full without the written app,~val of Ronc Engineer, Inc.
01DK Page 20 of 2O