ST9301-LR050610 8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 235125
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 06/03/2005
Report Date: 06/10/2005
Project: East Sandy Lake Road ((.p
ST 93 -01 /��,�J 2 ��
2�
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Gauge: Troxler 3430
Test Methods:
ASTM D -29_2 Moisture Density
ASTM D -3017 Gauge Serial No: 34009 Current: 639 Current: 2677
Test Mode: DT Previous: 635 Previous: 2634
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Tan Brown Sandy Clay 14.5 115.0 Optimum +5 95 min
2 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +5 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 Westbound lane, Station 64 +00, 1st lift 6" 1 14.5 125.2 109.3 95
Paving subgrade
2 Westbound lane, Station 61 +00, 1st lift 6" 2 14.1 125.7 110.2 98
Paving subgrade
3 Westbound lane, Station 58 +00, 1st lift 6" 1 14.9 127.5 111.0 97
Test results on this report meet project specification.
Technician: Jarrod Miller Started: 12:OOp Finished: 1:45pm Rone "II_ {f�'e e
Report Distribution: ,
(1) City of Coppell
(1) City of Coppell C ay Stark
(1) Tiseo Paving 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.
17TM Page 1 of 1
:.ione Engineering 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 Coppell Report No.: 233567
Ms. Suzan Taylor No.: 059909
PO Box 9478
5
v 561 Date of Service: 05/11/2005
Coppell TX 75019 2 7�C�
Report Date: 06/10/2005
Project: East Sandy Lake Road
ST 93 -01
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 LD.: 1703 MEASURED
SLUMP
CONCRETE SUPPLIER: LMC PLACEMENT DATE: 05/11/2005 (inches)
PLANT: 7 WEATHER CONDITIONS: Clear 3.0
SPECIFICATION REQUIREMENTS TIME SAMPLED: 2:3Opm BATCH TIME: 1:28pm
STRENGTH: 3600 psi @ 28 Days TEMPERATURE (F) - AIR 80 F CONCRETE: 85 F
SLUMP (in): 2" - 4" TRUCK NO: 955 TICKET NO: 7152558
AIR ( %): 3% - 5% AIR CONTENT ( %): 4.0 UNIT WEIGHT (pcf): NA
TEST METHOD: ASTM C -172 OVERALL PLACEMENT LOCATION:
ASTM C -31 except 9.1.2 i12 center wall box culvert, Station 42 +80
ASTM C -143
ASTM C -231
ASTM C -1064
ASTM C -1231 SAMPLE LOCATION: Lower half of wall
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 05/18/2005 7 6.00 28.26 108680 3840 Unbonded Cap
1 2 06/08/2005 28 6.00 28.26 131560 4650 Unbonded Cap
1 3 06/08/2005 28 6.00 28.26 128090 4530 Unbonded Cap
Average 4590
1 4 Hold
Technician: Scott Mitchell Started: 1:OOpm Finished: 3:15pm Ron ' f .
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(1) Tiseo Paving Clay Stark
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.
1SS Page 1 of 1