ST0001-LR020502iRoneE ngineers
8908 Amb~o_e_*_-dor Row
Dsll~ Texss 75247-4S10
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Copp~ll
Arm: Ms. Susan Taylor - Engin~ring Dept
PO Box 478
Coppell TX 75019
Report No.: 148410
Project No.: 015729
Date of Service: 04/24/2002
Report Date: 05/02/2002
C~.ekview Drive and
Frecport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strangth samples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Lattimore
PLANT: 7
SPECIFICATION REQUIREMENTS
sT~ENGTII: 3000 psi ~ 28 Days
SLUMP On): 3" - 5"
AIR (%): 3% - 6%
TEST MEXaOD: ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTIVl C- 1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
PLACEMENT DATE:
WEATHER CON, mONa:
TIME SAMPLED: 9:00am
TEMPERATURE (F) - AIR
T~UCg NO: 1125
Am CONTENT (%): 4.0
04/24/2002
Cloudy
BATCH TIME: 8:26am
75 F CONCRETE: 90 lq'
TICKET NO: 7115787
UNIT WEIGHT (per): NA
OVERALL PLACEMENT LOCATION:
Paving - tom lane of Fr~'port Parkway m Ruby, eastbound apgm:n~h~ on Smt~ and
southbound and northbound thlveway lea&ins haw west parking lot, a~d apex of In.flsa of
State & Fr~-port no~h & south
SAMPLE LOCATION: 5' south x 3' east of northwest
REPORT OF TESTS o approach ,t
Concrete Compressive Cylin&x 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD b-fI~NGTH FRACTURE
SET NO. (inche~) TESTED (d~ys) (lbs. force) (psi) TYPE
1 1 3.0 04/27/2002 3 75455 2670 Uabonded Cap
1 2 3.0 05/01/2002 7 92375 3270 Unbonded Cap
1 3 3.0 05/22/2002 28 Unbonded Cap
1 4 3.0 05/22/2002 28 Unbonded
1 5 Hold
LIMITATIONS: The test r~ults presented hercin wm'~ pr~m~d bes~l upon the specific samplm prov/ded for testhg. We assume no respons~ility for variation in quality
(composition, appearanoe, performanoe, otc.) or any other feature of s/milar subject matter provided by pa'sons or cond/tions over which we have no comml. Our l~tt~rs and
mpom arc for the exclusive use of the clie~lts to whom they ate -~a,'essed and shall not be reproduced except in full without the writton approval of Rime Fa~inocrs, Inc.
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Report No.: 148410 RoneEng[n~rs
Project No.: 015729 Client: City of Coppell ~l~m
Water added at site: 10 gallons
LIMITATIONS: Thc test results presented hereto w~e ~-¢~red besed upon the specific samples provided for testing. We assume no responsibility for vn~intion in quality
(con~msition, appearance, performance, etc.) or any other feature of similar subject ~ provided by pewons or conditions over which we hnve no control. Our letters and
reports a~ for the exclusive usc of the clients to whom they are addressed and shall not be reproduced except in full without the written a~,l~,val of Pone Enginoe~, Ino.
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i RoneEng
8908 Ambassador Row
Dallas, Tex&s 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Services:
City of Coppell
ACm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 148410
Project No.: 015729
Date of Service: 04/24/2002
Report Date: 05/02/2002
Creekview Drive and
Freeport Parkv~y
Coppell, TX
Obtain samples of fresh coner~¢ 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
~rRKNGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Infrastructure Services, Inc.
CONCR~Tg SUPPLIER: Lattlmore
PLANT: 7
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3" - 5"
3% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTIVI C-1064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 42
~'LAC~mnT rATE: 04/24/2002
WEATHER CONDITIONS: Cloudy
TIMESAM~'LED: l:05pm BATCHTIME: 12:36pm
TEMPERATURE (Ir). AIR 78 F CONCRETE: 90 F
TnUC~: ~o: 975 T~Cm~T ~o: 3143682
Am co~rr~rr (%): 4.5 u~Tr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - tom lane of Frceport Parkway to Ruby eastbound ~:n~.lunants on State and
southbound and northbound driveway I,.~di~g into west p~king lot end no~s of median
Statc& Frccport north & south
SAMPLE LOCATION: 10' north x 8' east of southwest
REPORT OF TESTS of west p kins lot
Cona~e Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
2 I 3.25
DATE AGE
TESTED (days)
04/27/2002 3
MAXIMUM COMPHESSIV~
LOAD STRENGTH FRACTURE
Obs. force) Cml) TYPE
80130 2830 UnbondedCap
2 2 3.25
05/01/2002 7
89780 3170 Unbonded Cap
2 3 3.25
2 4 3.25
2 5
Technician: Allthotly Maldonado
Report Distribution:
(I) City of Coppcll
(1) City of Coppell
(1) City of Coppeil
(1) Infrestmctu~ Services, Ino.
O5/22/2002 28
05/22/2002 28
Unbonded Cap
Unbonded Cap
HoM
Started: 7:30am Finished: 6:00pm
(1) City of Coppell
(1) Scinickei, Rollins & Assoc., Inc.
Pwjeot Mena~
LIMITATIONS: Thc test results presented herein were prepare] based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, pedormancc, ctc.) or any other feature of similar subjec~ mat~' provided by per. es or oonditiom ovcr which we have no cenlrol. Our letters and
reports are for thc exclusive usc of the cliants to whom they arc addressed and ~all not be reproduced except in full without thc wrlttcn a~,~, u,'al of Ronc Fmgincm, Inc.
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