WA9701-LR0604241i
■� 8908 Ambassador Row, Dallas, TX 75247
® 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
Corporate Phone: (214) 630 -9745
REPORT OF CYLINDER COLLECTION
Client. City of Coppell
Report No..
254581
Ms Suzan Taylor
Project No.:
0511107
PO Box 9478
Date of Service:
04/14/2006
Coppell TX 75019
Report Date:
04/24/2006
Project: Denton Tap Road
16" Waterline
Coppell, Texas
Services Cylinder Collection
Report of Collection
On this gate, a Bone Engineering Services, Ltd representative arrived on site as
schedslea to pica ap compressive strength test specimen cast prior to this date
Tecrni:�-an Time 11 30am - 12 45pm
Rone Engineering
Technician. Ken Brlmmgham
Report Distribution.
(1) City of Coppell
(1 i City of Coppell
.� K. Scott Watson, AET
CMT Operations 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.
99TM Paee 1 of 1
er n g 1 n e `r Ambassador Row, Dallas, TX 75247
� 2696 696 Gravel Drive, Fort Worth, TX 76118
R 7701 W Little York, Ste 600, Houston, TX 77040
1 ® Corporate Phone: (214) 630 -9745
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No. 254470
Ms. Suzan Taylor Project No.: 0511107
PO Box 9478 Date of Service: 04/13/2006
Coppell TX 75019 Report Date: 04/24/2006
Project: Denton Tap Road
16" Waterline
Coppell, Texas
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.
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED
SET NO.
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq.in.)
1 1 04/20/2006 7 600 28.26
1 2 05/11/2006 28 000 000
1 3 05/11/2006 28 000 000
1 4 Hold
Water added at site 5 gallons
Technician Ken Brlmingham
Report Distribution
(1) City of Coppell
(1) City of Coppell
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
139950
Started 10 45am Finished. 2 3C
FRACTURE
TYPE
4950 Unbonded Cap
Unbonded Cap
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, 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 then are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
nrcc Page 1 of 1
Project Manager
PROJECT DATA
MEASURED
CONTRACTOR.
.l T Dersner, Inc
MIX DESIGN I.D 9373
SLUMP
CONCRETE SUPPLIER.
Southern Star
PLACEMENT DATE. 04/13/2006
(inches)
27
WEATHER CONDITIONS. Clear
3 5
PLANT
TIME SAMPLED- 157pm BATCH TIME. 12 56pm
SPECIFICATION REQUIREMENTS
STRENGTH
4000 psi @ 28 Days
TEMPERATURE (F) - 4IR 75 F CONCRETE. 83 F
4
TRUCK NO- 8006 TICKET NO: 0956964
SLUMP (in):
maximum
4IR CONTENT ( %): NA UNIT WEIGHT (pct): NA
AIR ( %):
NA
OVERALL PLACEMENT LOCATION
TEST METHOD
ASTM C-
Paving, intersection of Belt Line Road and Airline
ASTM C-31 1 except
9 1 2
ASTM C -143
ASTM C -231
ASTM C -1064
SAMPLE LOCATION 8' north from south end of
ASTM C -1231
intersection
ASTM C -39
REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER
MARKED
SET NO.
DATE AGE DIAMETER AREA
TESTED (days) (inches) (sq.in.)
1 1 04/20/2006 7 600 28.26
1 2 05/11/2006 28 000 000
1 3 05/11/2006 28 000 000
1 4 Hold
Water added at site 5 gallons
Technician Ken Brlmingham
Report Distribution
(1) City of Coppell
(1) City of Coppell
MAXIMUM COMPRESSIVE
LOAD STRENGTH
(lbs. force) (psi)
139950
Started 10 45am Finished. 2 3C
FRACTURE
TYPE
4950 Unbonded Cap
Unbonded Cap
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, 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 then are addressed and shall not be reproduced except in full without the written approval of Rone Engineering Services, Ltd.
nrcc Page 1 of 1
Project Manager