ST9301-LR060822 Rone 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
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 263372
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 08/09/2006
Coppell TX 75019
Report Date: 08/22/2006
Project: East Sandy Lake Road
ST 93 -01 Completion
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: 33438 Current: 577 Current: 2524
Test Mode: DT Previous: 573 Previous: 2514
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Lime Treated Reddish Brown Sandy Clay 20.5 101.5 -2/ +4 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
Paving subgrade
1 Northbound approach at Riverview and 6" 1 21.6 117.3 96.5 95
Sandy Lake Road, final
Test results on this report meet project specification.
Technician: Julio Perez Started: 10:15a Finished: 12:15p
' on n.' ing
Report Distribution: /
(1) City of Coppell
(1) City of Coppell v K. colt 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.
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Rone E n g i n e e r n g 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
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 261734
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 07/21/2006
Coppell TX 75019
Report Date: 08/22/2006
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 Pavin Company MIX DESIGN I.D.: 9265 MEASURED
g om p an y S SLUUMP MP
CONCRETE SUPPLIER: Redi -Mix PLACEMENT DATE: 07/21 /2006 (inches)
PLANT: 1 WEATHER CONDITIONS: Clear 5.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 8:30am BATCH TIME: NA
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) - AIR 83 F CONCRETE: 95 F
SLUMP (in): 3" - 5" TRUCK NO: 238 TICKET NO: 172125
AIR ( %): 4% - 6% AIR CONTENT ( %): 3.5 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving, approach of Riverchase, off of westbound lane of Sandy Lake Road
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Approach of Riverchase
ASTM C -39 REPORT OF TESTS
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 07/24/2006 3 6.00 28.26 72730 2570 Unbonded Cap
1 2 07/28/2006 7 5.99 28.17 85630 3040 Unbonded Cap
1 3 08/18/2006 28 5.99 28.17 107370 3810 Unbonded Cap
1 4 08/18/2006 28 5.99 28.17 88450 3140 Unbonded Cap
Average 3480
Technician: Jeremy Brimingham Started: 7:30am Finished: 9:45am Rone En' leer g
Report Distribution: �
(1) City of Coppell r
(1) City of Coppell _ K. Scott a e
(1) Tiseo Paving Company ' oject 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.
ni riti Page 1 of 1
Ro n e 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
CONCRETE COMPRESSIVE STRENGTH TEST
Client: City of Coppell Report No.: 261626
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478
Coppell TX 75019 Date of Service: 07/20/2006
Report Date: 08/22/2006
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.: 9265 MEASURED
g p y SLUMP
CONCRETE SUPPLIER: Redi Mix PLACEMENT DATE: 07/20/2006 (inches)
PLANT: 1 WEATHER CONDITIONS: Clear 5 . 0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 9:30am BATCH TIME: 9:O3am
STRENGTH: 3000 psi @ 28 Days TEMPERATURE (F) -AIR 90 F CONCRETE: 98 F
SLUMP (in): 3" - 5 ,, TRUCK NO: 276 TICKET NO: 172027
AIR ( %): 4% - 6% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 Paving, approach to Regency Drive, westbound lane of Sandy Lake Road
except 9.1.2
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Center of approach
ASTM C -39 REPORT OF TESTS
Concrete Compressive Cylinder 6" x 12"
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) a iab i (lbs. force) (psi) TYPE
1 1 07/27/2006 7 5.99 28.17 70460 2500 Unbonded Cap
1 2 08/17/2006 28 . 6.00 28.26 103720 3670 Unbonded Cap
1 3 08/17/2006 28 6.00 28.26 97930 3460 Unbonded Cap
Average 3570
1 4 Hold
Technician: Jeremy Brimingham Started: 7:30am Finished: 11:OOam Ron • Engineering
Report Distribution:
(1) City of Coppell
(1) City of Coppell / . 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.
nicc Paar 1 of 1
Report No.: 261003 Rone Engineering
Project No.: 0611391 Client: Lity of Coppell
CYLINDER MAXIMUM COMPRESSIVE
MARKED DATE AGE DIAMETER AREA LOAD STRENGTH FRACTURE
SET NO. TESTED (days) (inches) (sq.in.) (Ibs. force) (psi) TYPE
1 6 Hold
' " 4 1,1 4 , 4 r i :• lr Technician: Joe Wright Started: 11:30am Finished: l:l5pm 4 i �
Report Distribution: '
i (I) City of Coppell ,���� A_
(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.
III CC Pam% 7 of 1