ST0001-LR020506 (2)8908 Amb~dor Row
~ Tex~ 75247-4510
(214) 630-9745
(214) 63o-9819 (ax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Copl~ll Report No.: 147230
Attn: Ms. Susan Taylor - Engineering Dept Project No.: 015729
PO Box 478 Date of Service: 04/05/2002
C~----" '~ ~^'" Report Date: 05/06/2002
Project:~kview Drive and j f Fr~-port Parlcwa~
$~¢~.'l'~W~ampl~ of fr~h ~oncr~t~ ~: the pl~a~t Ioc~'ion~. i~form r~luimd fi~ld ~ ~ eompr~ive ,tr~.h ~mpl~ ~nd bring
~mpl~ b~k to the l~boml~j for m~ring
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
com-~o~c'roR: Infrastructure Services, Inc.
CONCI~TE SUPPLIER: Lat~llore
PLANT: 3
S~ZClZlCATIO~ RZQVIRZMENTS
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.: 42
PLACEMENT DATE: 04/05/2002
WEATHER CONDITIONS: Partly cloudy
TIMESAbIPLED: 10:20am BATCHTIME: 9:18am
TE~ERA~ff)-Am 60 F CONCRgTE: 70 F
T~UCg NO: 1124 TIC~C~T NO: 3142726
Am cot~rE~rr (%): NA v~rr WZiG~rr (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving o Froepott from Stntion 31+50 to St~ion 36+.03
SAMPI~ LOCATION: Station 32+50
REPORT OF TESTS
Concre~ Compressive Cylinder 6" x 12" (ar~ 28.27 ~q. in.)
CYLINDER MEASURED MAXIMUM COMER~SSIV~
MARKED SLUMP DATE AGE LOAD STRENGTH FRACi'URE
SET NO, 0nches) TESTED (days) Obs. force) (psi) TYPE
1 I 3.75 04/09/2002 4 90530 3200 Unbonded Cap
1 2 3.75 04/12/2002 7 99750 3530 Unbonded Cap
1 3 3.75 05/03/2002 ~ 127440 ~ Unbonded Cap
1 4 3.75 05/03/2002 ~ 128930 ~ Unbonded Cap
Average
1 5 Hold
L/MrrATIONS: 'Fac te*t rt~ults pr~entod helm ~ pmp~md breed upon ~ ~c ~1~ ~ ~ ~ We ~ ~ ~m~ ~ ~ h q~i~
(~i~ ~, ~, ~.) ~ ~y o~ f~ of s~ ~t ~ ~ ~ ~ ~ ~ ~ w~ we ~ve ~ ~1. ~ 1~ ~
~m ~ f~ ~e ~cl~ive me of~e cU~ W whom ~ ~ ~ ~ ~ ~t ~ ~ ~a~ ~ ~ ~ ~c ~ ~u~ of~ ~, ~.
01OK Page 1 of 6
Report No.: 147230 RoneEngine~rs
Project No.: 015729 l]/
Client: City of Coppell
CYLINDER MEASURED MAXIMUM COMPRE~IVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACi'URE
SET NO. (inches) TESTED (days) (lbs. force) (IM) TYPE
LIMITATIONS: The tcst t~ults presented her~-in were ~t, ared based uixm the speoifi~ sam~. Ica pmvidcd for t~ting. We assume no l'~pomibility for variation in quality
(composition, appearance, performance, crc.) or any other feature of similar subject matter Movided by porous or conditions over which we have no control Our letters and
relx~r~ a~ for thc cxclusivc use of the clicats to whom thcy are addressed and shall not be t~.~e, oduced except in full without thc written at, lau~al, of Rono Bn~/ncors, Inc.
OlDK Page 2 of 6
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
l'roject:
services:
City of Coppell
Arm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/06/2002
Crcekv/ew Drive and
Freeport Parkway
Coppcll, TX
Obtain samples of fresh conerctc at the placement locations, perform required field test/ng, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance w/th applicable standards.
PROJECT DATA
STRENGTH:
SLUMP On):
AIR (%):
TEST METHOD:
co~croR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
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.: 42
PLACEMENT DATE: 04/05/2002
WEATHER CONDITIONS: Stmny
T~MESAMeJ. ED: 12:30pm n~.TCaTtiV~: ll:39am
r~MPZRArm~-nm 62 F concRETE: 78 F
r~uc~: no: 1026 ~nc~'r no: 7115227
nmconTENT ¢%): 4.8 t~TrW~.IGHY (pc0: NA
O~L P~CE~ ~A~ON:
~l - F~ ~m S~ ~ ! +$0 ~ S~ ~.03
SAMPLE LOCATION: Station 33+66
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (nrea 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (d~ys) Obs. foree) (psi) TYPE
2 1 3.25 04/09/2002 4 105690 3740 Unbonded Cap
2 2 3.25 04/12/2002 7 114350 4040 Unbonded Cap
2 3 3.25 05/03/2002 28 148745 5260 Unbonded Cap
2 4 3.25 05/03/2002 28 152600 5400 Unbonded Cap
Average 5330
2 5 Hold
LIMITATIONS: Thc test results presented hetdn were ~ based upon the specific samples p~vldod for testing We assume no re,potability for ravin'on in qualit~
(composition, appearance, performance, etc.) or any othcr feature of s/mihr subject matter provided by persons or conditions over which we have no control. Our letters and
reports are for the exclusive use of thc clients to whom they are nfldr~d and ~ not be reproduced except in full without the written approval of Rone En~ainee~s, Inc.
01DK Page 3 of 6
Report No.: 147230
Project No.: 015729
Client: City of CoppeIl
RoneEngineers
CYLINDER MEASURED MAXIMUM COMPRESSIVK
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. 0nches) TESTI~D (days) 0bL force) (psi) TYPE
LIMITATIONS: The test rcsults pre, cared herein wc~ ~ based u~on the specific samples providcd for te~ting. We assume no rcspomibility f~r variation in quality
(composilion, appearance, pcrfinnnnnc, e. etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our iettcr~ and
report~ are for the exclusive uae of the clients to whom they are -a,4,~:aaed and shall not be ,~,,~duced except in full without the written a~,p,~oval of Ronc Bna. Inc.
OlDK Page 4 of 6
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 147230
Project No.: 015729
Date of Service: 04/05/2002
Report Date: 05/06/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fi~esh conere~e at the placemant locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standnrd~
PROJECT DATA
SLUMP (iu):
Am (%);
TEST M~THOD:
COr~T~CTOR: Infrastructure Services, Inc,
CONCRETE SUPPLIER: LaRimorc
PLANT: 3
SPECIFICATION REQUIREM]ENTS
3000 psi ~ 28 Days
T' - 5"
3% - 5%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-23 !
ASTM C-1064
ASTM C-138
ASTM C-39
MIX DESIGN LD.: 42
eL~C~m' DATE: 04/05/2002
WEATHER CoNDmONS: Sunny
TIME SAMPLED: 3:10pm BATCHTIME: 2:01pm
~so, EaA~.n~ O~-Am 65 F CONC~rZ: 80
· r~vc~ NO: 956 TIC~T ~o: 7115240
~ Co~ (%): 4.2 ~ WEIG~ ~c0: NA
O~l.L p~ ~A~ON:
Pav~ - F~ ~m S~n 31+50 ~
SAMPI.~ LOCATION: Station 36+.03
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (men 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD ~r~ENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. foree) (psi) TYPE
3 1 4.5 04/09/2002 4 80990 2860 Unbonded Cap
3 2 4.5 04/12/2002 7 97390 3440 · Unbonded Cap
3 3 4.5 05/03/2002 28 124795 4410 Unbonded Cap
3 4 4.5 05/03/2002 28 122540 4330 Unbonded Cap
Avernge 4370
3 5 Hold
LIMITATIONS: The test results presented heroin v~re prepared breed upon th~ specific samples provided for te~ng. We assume no respondbility for v~riation in quality
(compo$it/on, appearame, pcrformm~cc, etc,) or any other featurc of simila~ subject matter pmv/ded by persons or conditions over which we have no control. Our lctte~ and
reports are for thc exclusive usc of the clients to whom they are addresscd end shall not bc r c~vduced except in full without the written approval of he En~inecrs, Inc.
01DK Page 5 of 6
Report No.: 147230
Project No.: 015729
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
Client: City of Coppell
DATE AGE
TESTED (days)
in--rs
MAXIMUM
LOAD
Ob~. force)
COMPRESSIVE
STRENGTH
(pa)
FRACrLq~E
TYPE
Technician: Cody Carroll
Report Distribution:
(1) city of c~l~
(1) city of co~n~l~
(1) City of COPl~ll
(1] Infrasm~tu~ Scx~ic~, Inc.
Started: 7:00am
(1) City of Coppoll
(I) Schrickel, Rollins & Assoc., Inc.
Fini.~hed: 5:00~m
LIMITATIONS: The test results presented herein were prepared based upon the specific samplm provlc~l ~r testing. We assume no respomib~ty for variation in quality
(composition, appeanmce, performance, eta.) or any other feature of similar subject matter provided by persons or conditions over which we have no conlrol. Our letters and
reports are for the exclusive use of the clients to whom they are addressed and shall not be ~eln~luced except in full without the written al~lnoval of Rone Engjneerz, Inc.
01DK Page 6 of 6