ST0102-LR030502RoneEngineers
8908 Ambassador Ro'n, Dallas, TX 75247
2696 Gravel Drive, FortWorth, TX 76118
6300 Roth~ay, Ste. 150, ltouston, TX 7?040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
Ciw of Coppell
Attn:Ms. Suzan Taylor
PO Box478
CoppellTX 75019
Project: Ruby Road (ST 01-02)
Copp¢ll, TX
Report No.: 174272
Project No.: 027176
Date of Service: 04/03/2003
Report Date: 05/02/2003
Services: Obtain samples of fresh concrete at the placement locations, perform required field testing, cast comprcssiYe 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 MEI'IIOD:
CONTRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Iiseo
PLANT: NA
SPECIFICATION REQUIREMENTS
3000 psi ~J 28 Days
3"-6"
4% - 65/,
ASTM C-172
ASTM C-31
ASTM C- 143
ASTM C-231
ASTM C-t064
ASTM C-138
ASTM C-39
MIX DESIGN I.D.: 3
PLACEMENT DATE: 04/03/2003
V~EAIIIER CONDITIONS: Cloudy
rimE SAMPLED: '10:30am BATCH TIME: 10:04am
TEMPERATURE (F)- AIR 71 F CONCRETE: 72 E
TRUCK NO: 141 TICKET NO: 240
AIR CONTENT (%): 4.8 UNIT WEIGH l' (Dcf): Nm_
O~%RALL PLACEMENT LOCATION:
Paxing Ruby Road, westb¢:und lane
SAMPLE LOCATION: Station 15+00
REPORT OF TE,qTS
Concrete Compressive Cylinder 6" x 12" (area 2827 sq m.)
CYLINDER
MARKED
SET NO.
MEASURED M.4XTMUM COMPRESSIVE
SLUMP DhTE AGE LOAD STRENGTH
(inches) TESTED (days) (lbs. force) (psi)
FRACTURE
TYPE
3.0
3.0
3.0
3.0
04/08~2003 5 104550 3700
05/01/2003 28 143495 5070
05/01/2003 28 146170 5170
Average 5120
05/29/2003 56
Unbonded Cap
Unbonded Cap
Unbonded Cap
Unbonded Cap
Technician: Ken Stapleton
Report Distribution:
( 1 ) City of ( oppell
(1)/isco Paving Company
(1) Pacheco Koch
(1) WA gm Construction Company
Started: 7:30am
ll'45am Rone ngineers, Ltd.
Finished: ./~~~j o Ihll Moody
/./ Project Manager
RoneEn ineers
8908 Ambassador Row, Dallas, TX 75247
2696 GravelDri~e, Fort Worth, TX 76118
6300 Roth*~ay, Ste. 150, ltouston~ TX 77040
Corporate Phone: (214) 630-9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client:
City of Coppeli
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 174272
Project No.: 027176
Date of Service: 04/03/2003
Report Date: 05/02/2003
Services: Obtain samples of fi'esh concrete at the placement locations, perfor~n required field testing, cast compressive s~rength samples and bring
samples back to the Iaborato~ for curing and testing in accordance with applicable standards.
PROJECT DATA
S [RENGTIt:
SLUMP (in):
AIR (%):
TEST ME1 HOD:
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-1064
ASTM C-138
ASTM C-39
MIXDESIGN I.D.: 3
PLACEMENT DATE: 04/03/2003
WEAIHER CONDITIONS: Cloudy
TIME SAM~ED: 8:45am BATCH TIME: 8: 19am
TEMPERATURE(F)-AIR 70 F CONCRETE: 75 F
IRUCK NO: 142 IICKET NO: 2410
AIR CONTENT (%): 4.0 UNIT WEIGHT COCO: NA
OVERALL PLACEMENT LOCATION:
Paving-Ruby Road, westbound lane
SAMPLE LOCATION: Station 11400
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12" (area 2827 sq. ~n.)
CYLINDER MEASURED MAXIMUM COMPRESSIVE
5U~.RKED SLUMP DATE AGE LOAD STRENGIH FRACTURE
SEI NO. (inches) TESTED (days) (Ihs. force) (psi) I'YPE
1 1 2.0 04/08/2003 5 108245 3830 Unbonded Cap
1 2 2.0 05/01/2003 28 133810 4730 Unbonded Cap
1 3 2.0 05/01/2003 28 144005 5090 Unbonded Cap
Average 4910
1 4 2.0 05/29/2003 56 Unbonded Cap
LIMITATIONS: The test results presented herein x~cre prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composit0m, appearance, performance, etc) or anv other lk'arure of similar sub/cot matter pro~idcd by persons or conditions o~cr xvaich we have no control Our letters and
01DK Page 1 of 2
RoneEngineers
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
Client:
City of Co?pell
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Report No.: 174136
Project No.: 027176
Date of Service: 04/02/2003
Report Date: 05/02/2003
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 laboratow for curing and testing in accordance with applicable standards.
PROJECT DATA
STRENGTH:
SLUMP (in):
AIR (%):
TEST METHOD:
CO','TRACTOR: Tiseo Paving
CONCRETE SUPPLIER: Tiseo Paving
PLANT: NA
SPECIFICAIION 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
511XDESIGN I.D.: 3
PLACEMENT DATE: 04/02/2003
V,~EATItER CONDITIONS: ~unDy
TIME SAMP~I~ED: 2:15pm BATCH TIME: l:22pm
TEMPERATURE (F)-AIR 84 F CONCRETE: 69 F
TRUCK NO: 145 TICKET NO: NA
AIR CONTENT (%): 4.9 UNIT WEIGItT (pcf}: NA_
OVERALL PLACEMENT LOCATION:
Paving RubyRoad, Station 13'65 toStation 1-08
SAMPLE LOCATION: Station 6e38
REPORT OF TESTS
Concrete Co npress~;c Cshnder 6 x 12 lama ~8.-7 sq. in.)
CYLINDER
MARKED
SET NO.
MEASURED
SLUMP
(inches)
1 1 4.25
I 2 4.25
1 3 4.25
i 4 4.25
DATE
TESTED
MAXIMUM COMPRESSIVE
AGE LOAD STRENGTH FRACTURE
(days) (lbs. force) (psi) TYPE
04/08,,2003
04/30/2003
04/'30/2003
6 98960 3500 Unbonded Cap
28 120290 4250 Unbonded Cap
28 121305 4290 Unbonded Cap
Average 4270
05/28/'2003
56 Unbonded Cap
Wa~er added a~ site: 5 gallons
Technician: Jeremy Watts
Report Distribution:
(1) City of Coppell
( i ) Tiseo Paving Company
( ] ) Pachect~ Koch
(i) Wright Construction Company
Started: l:30pm
Finished: 3:15pm~gineers, Ltd.
/~/ ~/ John Moody
Project Manager
LIMITATIONS The test resuhs presented hcreln ~ere prepared based upon the specific samples proxidcd lbr testing. We assume no respop, sibiliur for vanation In quality
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