ST9301-LR060524 .,',.-tone Engineer 8908 Ambassador Row, Dallas, TX 75247
4 221 Freidrich Lane, Ste 195, Austin, TX 78744
!: 7701 W Little York,
Phoneu 30 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 256696
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/17/2006
Coppell TX 75019 Report Date: 05/24/2006
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
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 35557 Current: 672 Current: 2732
Test Mode: DT Previous: NA Previous: NA
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
■/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand 11.5 117.5 Optimum +5 95 min
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pcf) (% max)
Sandy Lake Road
1 Eastbound, Station 190 +50, 1' below grade 6" 1 12.8 126.4 112.1 95
Sandy Lake Road
2 Eastbound, Station 192 +75, 1' below grade 6" 1 12.3 127.9 113.9 97
Test results on this report meet project specification.
I
Technician: Dan Rogers Started: 1:45pm Finished: 3:ISpm `� �!! � �'[[� iii.,
�f
Report Distribution: tok 1 // (1) City of Coppell '
(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.
Q7TM Page 1 of 1
a 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.: 256604
Ms. Suzan Taylor Project No.: 0611391
PO Box 9478 Date of Service: 05/16/2006
Coppell TX 75019 Report Date: 05/24/2006
Project: East Sandy Lake Road
ST 93 -01 Completion lAlY (rla
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430
ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 33305 Current: 547 Current: 2582
Test Mode: DT Previous: 552 Previous: 2572
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Clayey Sand w /trace sandstone 14.0 113.0 Optimum +4 95 min
1 1 .b.
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Paving fill
1 Behind curb, 50' south of right of way, 6" 1 14.7 124.0 108.1 96
Station 63 +50, subgrade
Paving fill
2 Behind curb, 40' south of right of way, 6" 1 15.1 127.0 110.3 98
Station 63 +50, subgrade
Paving fill
3 Behind curb, 50' south of right of way, 6" 1 17.6 128.9 109.6 97
Station 60 +50, subgrade
Paving fill
4 Behind curb, 40' south of right of way, 6" 1 16.6 126.5 108.5 96
Station 60 +50, subgrade
Test results on this report meet project specification. 44 01
i icitd, iir ti,
Technician: Scott Fagan Started: 2:15pm Finished: 4:OOpm t � �� j
Report Distribution:
(1) City of Coppell � �
(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.
D7TM Page 1 of 1