ST9301-LR060823 one Engineering
8908 Ambassador Row, Dallas TX 75247
4221 Freidrich Lane, Ste 195, Austin TX 78744
7701 W Little York, Ste 600, Houston TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF CANCELLATION OF IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 263276
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 08/08/2006
Coppell TX 75019 Report Date: 08/23/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Cancellation of In -Place Density Testing
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as
scheduled. Upon arrival, our representative was informed that testing /inspection
was cancelled for the day.
Technician Time: 10:30am — 12:OOpm
Ro p': gineering
Technician: Julio Perez A a
�
Report Distribution: ,, , �-
(1) City of Coppell
(1) City of Coppell .. • " Watson, LET
(1) Tiseo Paving Company Project Manager
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, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control. Our letters and reports are
_ . _JA a h,n .,,.t hP rvnrnd„•rrt PYrent in full without the written approval of Rone Engineering Services, Ltd.
Rone ®eri r- 8908 Ambassador Row, Dallas TX 75247
' i c [ 4221 Freidrich Lane, Ste 195, Austin TX 78744
7701 W Little York, Ste 600, Houston TX 77040
;- W Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 263139
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 08/07/2006
Coppell TX 75019 Report Date: 08/23/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
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
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 924 S SLUMP
MEASURED
CONCRETE SUPPLIER: Redi Mix PLACEMENT DATE: 08/07/2006 (inches)
PLANT: 1 WEATHER CONDITIONS: Clear 5 .0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 12:1 Opm BATCH TIME: NA
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 95 F CONCRETE: 97 F
SLUMP (in): 3" - 5" TRUCK NO: 240 TICKET NO: 173078
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.5 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving, stamped crosswalks, Sandy Lake and Riverchase
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Eastbound crosswalk on east
ASTM C -39 REPORT OF TESTS side of Riverchase
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (lbs. force) (psi) TYPE
1 1 08/14/2006 7 5.99 28.17 70400 2500 Unbonded Cap
1 2 09/04/2006 28 0.00 0.00 Unbonded Cap
1 3 09/04/2006 28 0.00 0.00 Unbonded Cap
1 4 Hold
Water added at site: 15 gallons
Technician: Daniel Myers Started: 9:30am Finished: 1:OOpm r one . ngine' ring
Report Distribution: All i
(1) City of Coppell � mot_
(1) City of Coppell Pr COtt 7 .11 1 .1 T
(1) Tiseo Paving Company Project Manager
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, etc.) 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 full without the written approval of Rone Engineering Services, Ltd.
01SS Page 1 of 1
t1 n e Engineer in f 8908 Ambassador Row, Dallas TX 75247
V �r f `.t �i ! 4221 Freidrich Lane, Ste 195, Austin TX 78744
, 7701 W Little York, Ste 600, Houston TX 77040
F' Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 263454
Ms. Suzan Taylor
PO Box 9478 Project No.: 0611391
Coppell TX 75019 Date of Service: 08/10/2006
Report Date: 08/23/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
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
CONTRACTOR: Tiseo Paving Company MIX DESIGN I.D.: 2446 MEASURED
SLUMP
CONCRETE SUPPLIER: Tiseo PLACEMENT DATE: 08/10/2006 (inches)
PLANT: On site WEATHER CONDITIONS: Clear 2.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:25am BATCH TIME: 7:56am
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 89 F CONCRETE: 94 F
SLUMP (in): 4" - 6" TRUCK NO: 166 TICKET NO: 6
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.2 UNIT WEIGHT (pct): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving by hand, noses at intersection Riverview and Sandy Lake Road, Trinity Court and
except 9.1.2 Sandy Lake Road, east and west, Riverchase Drive and Sandy Lake Road, east of crossover
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Riverchase Drive and Sandy Lake
ASTM C -39 REPORT OF TESTS Road, east side of crossover
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 1 08/17/2006 7 6.00 28.26 126610 4480 Unbonded Cap
1 2 09/07/2006 28 . 0.00 0.00 Unbonded Cap
1 3 09/07/2006 28 0.00 0.00 Unbonded Cap
1 4 Hold
Technician: Javier Martinez Started: 7:45am Finished: 9:30am ,�, .� 4 �' / ' _ '-e g
Report Distribution: / J� i� � 4
(1) City of Coppell 17 _
(1) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving Company Project Manager
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, etc.) 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 full without the written approval of Rone Engineering Services, Ltd.
ill rrn,r A....e 1 ...f 1