ST0001-LR020618RoneEng nee s
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (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.: 149973
· Project No.: 015729
Date of Service: 05/16/2002
Report Date: 06/18/2002
Creekview Drive and
Freeport Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field te~ting, cast compressive strength sample~ and bring
sample~ back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST MgTHOD:
CONTRACTOR: In frastructure Services, -Inc.
CONCRETE SUPPLIER: La~imore
PLA~r: 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.: 42
PLACZMXNT DATE: 05/16/2002
WEATHER CON~mONS: Cloudy
TIM~ SAMPLED: 12:30pm BATCH TIME: 11:49am
TEMPERATURE (F} - AIR 70 F CONCRETE: 90 F
T~UCK NO: 1040 TICKET nO: 7116679
AIR CONTENT (%): 4.25 uNrr WEIGHT (pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - State Street (median center) turn into west parking lot of Wagon Wheel Baseball
SAMPLE LOCATION:
REPORT OF TESTS
15' south x 2' east of apex of
median center
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. Onches)
MAXIMUM
DATE AGE LOAD
TESTED (days) Obs. force)
COMPRESSiV~
STRENGTH FRACTURE
(psi) TYPE
1 1 3.0
05/23/2002 7 109555
3870 Unbonded Cap
1 2 3.0
I 3 3.0
06/13/2002 28 124780
06/13/2002 28 126850
Average
4410 Unbondcd Cap
4490 Unbonded Cap
4450
1 4
Technician: Anthony Maldonado
Report Distribution:
(l} City of Coppoll
(1) City of Coppell
(1) city of Coppoil
(1) Infrastructure Services, Inc.
Hold
Started: 12:00pm Finished: 3:00pm
(1} City of Coppdl
(1) Schrickcl, Rollins & Assoc., Inc.
LIMITATIONS: The test results presented herein were p~-~parod based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, crc.) or any other feature of similar subject matter provided by pe~ons or conditions over which we have no control. Our letters and
reports are for thc exclusive nsc of the clients to whom they are addressed and shall not be reproduced except in full without thc written approval of Rone Engineers, Inc.
01DK . ~-,~ Page 1 of I
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-974S
(214) 6309819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 151546
Project No.: 015729
Date of Service: 06/07/2002
Report Date: 06/18/2002
~Txeelorie.w, Drive an~d
Fre~ort Parkway
Coppell, TX
Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength seanples and bring
samples back to the laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENK;I'H:
SLUMP On):
AIR (%):
TEST METHOD:
CONTm~CTOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: TXI
et~rr: 41
SPECIFICATION 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
MIX DESIGN LD.: 9982
PLACEMENT DATE: 06/07/2002
WEATHER CONDITIONS: C1ca.r
~M~ SAMPI~O: 12:40pm BATCH Tram: NA
TEM~'ERATURE 0~)- Am 86 r CONCRE~: 84 F
TRUCX NO: 456 TICmgT NO: 3144414
Am CONTZNT (%): 3.2 uNrrwEit;~rr(pc0: NA
OVERALL PLACEMENT LOCATION:
Paving - south approach (red) to baseball fields
SAMPLE LOCATION: 8' north x 2' west of southeast
REPORT OF TESTS comer of approach
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
MARKED SLUMP DATE AGE LOAD STRENGTH FRACTURE
SET NO. (inches) TESTED (days) Obs. force) (psi) TYPE
1 1 4.5 06/14/2002 7 109940 3890 Unbonded Cap
1 2 4.5 07/05/2002 2/28 Unbonded Cap
1 3 4.5 07/05/2002 ~ Unbonded Cap
1 4 Hold
Technician: Jason Barker Started: 11:30am Finished: 1:30pm txuue r,a~g~u~:/~~
Report Distribution:
(1) City of Coppell
O) city o~Co~pen ., ~ Clay Sta~k
(1) Infrastmeture Services, he. ~,~, ~' ~, ~ Project Man~ger
LIMITATIONS: The test results preseat~ 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 feature of similar subject matter provided by p~sons or conditions over which we have no control. Our letters and
rq~orts are for the e~clusive use of the clients to whom they are addressed end shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
01DK Page 1 of 1
8908 Ambassndor Row
Dallas, Texas 75247-4510
(21.4) 630-9745
(214) 630-9819 (fax)
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Project:
Services:
City of Coppell
Atln: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75019
Report No.: 151516
Project No.: 015729
Date of Service: 06/07/2002
Report Date: 06/18/2002
Creekview 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 thc laboratory for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONT~ACrOR: Infrastructure Services, Inc.
CONCRETE SUPPLIER: Latffmore
PLANT: 7
SPECIFICATION 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
MIX DES1GN I.D.: 38
PLACEMENT VAT~: 06/07/2002
WEATHER CONDITIONS: Cloudy
TIM~SAMPLED: 6:40am BATCHTIME: NA
TEMPERATURE (F) - AIR 70 F CONCRETE: 80 F
TRUCK NO: 1092 TICKET NO: 7117352
Am CO~n'ZNT (%): 4.4 trait WEIGHT (pet): NA
OVERALL PLACEMENT LOCATION:
Sidewalk in front of park at Creckview on Freeport Parkway
SAMPLE LOCATION:
REPORT OF TESTS
150' south x 2' east of ncrthwest
corncr of sidewalk
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP
SET NO. (inches)
MAXIMUM
DATE AGE LOAD
TESTED (days) 0b~. force)
COMPRESSIVE
STRENGTH FRAL'i'URE
(p~) ~E
1 1 5.25
06/14/2002 7 83830
2960 Unbonded Cap
1 2 5.25
I 3 5.25
07/05/2002 28
07/05/2002 28
Unbonded Cap
Unbonded Cap
I 4 Hold
Water added at site: 10 gallons
Notified contractor of slump.
Technician: Eric White
Report Distribution:
(I) City of Coppell
(I) City of Coppoll
(1) Infrastructure Services, Inc.
(1) Scinickel, Rollins & Assoc., Inc.
Started: 5:30am
Finished: 9:00atn
Ro~_ n~, Inc.
LIM/TATIONS: The test r~sults presented herein were prepared based upon the specific sampl~ provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of sim/lar 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 shall not be reproduced except in full without the written approval of Pone Engineers, Inc.
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