ST9301-LR060105 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
Engineering 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
:=-i:. . - Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 248092
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 12/29/2005
Coppell TX 75019
Report Date: 01/05/2006
Project: East Sandy Lake Road �
ST 93 -01 1 � O
Services: Perform In -Place Density Test in accordance with ASTM Standards. C �
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Gauge: Troxler 3430 Moisture Density
ASTM D -2922
ASTM D -3017 Gauge Serial No: 36438 Current: 719 Current: 2687
Test Mode: DT Previous: 722 Previous: 2735
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pci) (pct) (% max)
Wall backfill
1 Sandy Lake Road, 45' left, Station 42 +50, 6" 1 14.5 111.4 97.3 99
elevation 439
Wall backfill
2 Sandy Lake Road, 43' left, Station 43 +50, 6" 1 14.2 111.2 97.4 99
elevation 439
Wall backfill
3 Sandy Lake Road, 41' left, 43 +90, elevation 6" 1 14.9 111.8 97.3 99
439
Test results on this report meet project specification.
/ Al
Technician: Julio Perez Started: 12:15p Finished: 3:15pm E t ti / 'n i ': . %
Report Distribution: /
(1) City of Coppell 1 � i /
( 1 ) City of Coppell K. Scott Watson, AET
(1) Tiseo Paving 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.
07TM Page 1 of 1
r Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
i./ i 1� 1 V ! 4 2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
; Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 248119
Ms. Suzan Taylor Project No.: 059909
PO Box 9478
Coppell TX 75019 Date of Service: 12/30/2005
Report Date: 01/05/2006
Project: East Sandy Lake Road
it
ST 93-01 0 z _ n
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 -2922 Moisture Density
ASTM D -3017 Gauge Serial No: NA Current: 718 Current: 2660
Test Mode: DT Previous: 719 Previous: 2687
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Reddish Brown Silty Sand w/ Sandstone & Gravel 11.0 98.0 Optimum +4 98 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pct) (pct) (% max)
Wall backfill
1 Sandy Lake Road, 40' left, Station 42 +10, 6" 1 14.8 112.4 97.9 100
elevation 439.5
Wall backfill
2 Sandy Lake Road, 43' left, Station 42 +75, 6" 1 15.0 112.9 98.2 100
elevation 439.5
Wall backfill
3 Sandy Lake Road, 41' left, Station 43 +90, 6" 1 14.2 111.2 97.4 99
elevation 439.5
Wall backfill
4 Sandy Lake Road, 42' left, Station 42 +50, 6" 1 14.4 111.0 97.0 99
elevation 440
Wall backfill
5 Sandy Lake Road, 40' left, Station 43 +00, 6" 1 14.9 110.9 96.5 98
elevation 440
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.
07TM Page 1 of 2
Report No.: 248119
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcl) (pcf) (% max)
Wall backfill
6 Sandy Lake Road, 39' left, Station 43 +87, 6" 1 14.1 111.0 97.3 99
elevation 440
Wall backfill
7 Sandy Lake Road, 49' left, Station 42 +25, 6" 1 14.7 111.4 97.1 99
elevation 440.5
Wall backfill
8 Sandy Lake Road, 42' left, Station 42 +90, 6" 1 14.9 111.8 97.3 99
elevation 440.5
Wall backfill
9 Sandy Lake Road, 45' left, Station 44 +00, 6" 1 15.0 111.0 96.5 98
elevation 440.5
Test results on this report meet project specification.
4, �e �� o Technician: Julio Perez Started: 6:45am Finished: 12:30p �i
Report Distribution: �� �, (1) City of Coppell �f Cr" � t /
( 1 ) City of Coppell K. Scott Watson, AET
(I) Tiseo Paving 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.
07TM Page 2 of 2