ST0102-LR030523Ro gineers
8908 Ambassador Row, Dallas, TX 752,~7
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Report No.: 173565
Project No.: 027176
Date of Service: 03/27/2003
Report Date: 05/23/2003
Project: Ruby Road (ST 01-02)
Coppell, TX
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast compressive strength samples and bring
samples back to the laboratory ibc cunng and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CONTRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Tiseo
PLANT: NA
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
4% - 6%
ASTM C-172
ASTM C-31
ASTM C-143
ASTM C-231
ASTM C-I064
ASTM C-138
ASTM C-39
NHX DESIGN I.D.: 3
PLACEMENT DATE: 03/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 1:30pm BATCH TIME: l:02pm
IEMPERATURE (F)- AIR 74 v CONCRETE: 75 F
TRUCK NO: 147 TICKET NO: NA
AIR CONTENT (%): 5.4 UNIT VVEIGIIT (pci~: NA
OVERALL PLACEMENT LOCATION:
Paving - Ruby Road
SAMPLE LOCATION: Station 12-00
REPORT OF TE~qTS
Concrete Compressive Cylinder 6" x 12" (area 28.27 sq. in.)
CYLINDER MEASURED
MARKED SLUMP DATE
SE"f NO. (inches) TESTED
3 1 2.0 03/31/2003
3 2 2.0 04/24/2003
3 3 2.0 04/24/2003
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
4 89265 3160 Unbonded Cap
28 132815 4700 Unbonded Cap
28 134565 4760 Unbonded Cap
Average 4730
3 4 2.0 05/22/2003
Water added at site: 10 gallons
56 152050 5380 Unbonded Cap
Technician: Kevin Caldera
Report Distribution:
(1) Ci~ of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
( 1 ) Wright Construction Company
Started: 7:30am
Finished: 4:3~~Engineers, Ltd.
///f '~' John Moody
y J Project Manager
LIMITATIONS: 'Die 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 t~amre of similar subject mat~¢r 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 arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
01DK Page 3 of 3
gineers
~'~0~ Ambassador ROY*, Dallas, TX 75247
/ 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rolhway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppell
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 173565
Project No.: 027176
Date of Service: 03/27/2003
Report Date: 05/23/2003
Services: Obtain samples of fresh concrete 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
STRENGTH:
SLUMP (in):
AIR(%):
TEST METHOD:
CONTRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Tiseo
PLANT: NA
SPE( IFICATION REQUIREMENTS
3000 psi (.~ 28 Days
3"-5"
4% - 6%
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.: 3
PLACEMENT DATE: 03/27,/2003
~%ATHER CONDITIONS: Clear
TIME SAMPLED: 10:40am BATCH TIME: I0:14am
TEMPERATURE (F)- AIR 63 F CONCRETE: 68 F
TRUCK NO: 145 'I'ICKET NO: NA
AIR CONTENT (%): 5.5 UNIT%~EIGHT(pcf): NA
OVERALL PLACEMENT LOCATION:
Paving - Ruby Road
SAMPLE LOCATION: Station 7+00
REPORT OF TESTS
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) (lbs. force) (psi) TYPE
2 1 2.5 03/31/2003 4 82805 2930 Unbonded Cap
2 2 2.5 04/24/2003 28 125645 4440 Unbonded Cap
2 3 2.5 04/24/2003 28 123305 4360 Unbonded Cap
Average 4400
2 4 2.5 05/22/2003
Water added at site: 5 gallons
56 138030 4880 Unbonded Cap
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, otc) 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 shall not be reproduced except in hill without the written approval of Rone Engineers. Ltd
0IDK Page 2 of 3
gineers
Client:
City of Coppell
Arm: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Report No.: 173565
Project No.: 027176
Date of Service: 03/27/2003
Report Date: 05/23/2003
Services: Obtain samples of flesh concrete 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
STRENGTH:
SLUMP (in):
AIR (%):
TEST METI1OD:
CONTRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Tiseo
PLANT: NA
SPECIFICATION REQUIREMENTS
3000 psi ~ 28 Days
3"-5"
4% - 6%
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.: 3
PLACE~tENr DATE: 03/27/2003
WEATHER CONDITIONS: Clear
TIME SAMPLED: 8:20am BATCH TIME: 7:41am
TEMPERATURE (F) - AIR 57 F CONCREI'E: 68 F
TRUCKNO: 142 TICKETNO: NA
AIR CONTENT (%): 5.6 UNIT WEIGHT (pcO: NA
OVERAI.L PLACEMENT LOCATION:
Paving - Ruby Road
SAMPLE LOCATION: Station 2+50
REPORT OF TEgTS
Concrete Compressive Cylinder 6" x 12" (area 28,27 sq. in.)
CYLINDER
MARKED
SET NO.
i 1 2.0
1 2 2.0
1 3 2.0
MEASURED MAXIMUM COMPRESSIVE
SLUMP DATE AGE LOAD STRENGTH FRACTURE
(inches) TESTED (days) (lbs. force) (psi) TYPE
03/31/2003 4
04/24/2003 28
04/24/2003 28
I 4 2.0 05/22/2003
Water added at site: 10 gallons
87110 3080 Unbonded Cap
129675 4590 Unbonded Cap
111220 3930 Unbonded Cap
Average 4260
56 144930 5130 Unbonded Cap
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualit>.'
(composition, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repons are Ibc the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd
01DK Page I of 3