ST9301-LR060119 Engineering 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
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 248793
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/11/2006
Coppell TX 75019 Report Date: 01/19/2006
Project: East Sandy Lake Road
ST 93 -01 // 1)1) 59 2 25
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D - 2922 Moisture Density
ASTM D -3017 Gauge Serial No: 33438 Current: 569 Current: 2571
Test Mode: DT Previous: 571 Previous: 2564
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 +5 95 min
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pct) (% max)
Wall backfill
1 Sandy Lake Road, 45' left, Station 42 +60, 6" 1 14.7 125.2 109.2 97
elevation 450
Wall backfill
2 Sandy Lake Road, 43' left, Station 43 +50, 6" 1 14.7 126.2 110.0 97
elevation 450
Wall backfill
3 Sandy Lake Road, 41' left, Station 43 +80, 6" 1 14.1 127.4 111.7 99
elevation 450
Test results on this report meet project specification.
/
Technician: Julio Perez Started: 12:30p Finished: 2:00pm
Cali � � 0 mem 1g
Report Distribution:
lif
i , � (1) City of Coppell / _ /
(I) 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
)7TM Page 1 of 1
Ron e Engineering n e e r n /"y 8908 Ambassador Row, Dallas, TX 75247
® VV 1 1 i.r 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.: 248848
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 01/12/2006
Coppell TX 75019
Report Date: 01/19/200
Project: East Sandy Lake Road C,
ST 93 -01 ` �%1
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Standard Counts
Test Methods: ASTM D -2922 Moisture Density
ASTM D -3017 Gauge Serial No: 33438 Current: 580 Current: 2562
Test Mode: DT Previous: 569 Previous: 2571
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) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, 45' left, Station 42 +00, 6" 1 13.1 110.2 97.4 99
elevation 443.83
Wall backfill
2 Sandy Lake Road, 42' left, Station 42 +00, 6" 1 13.5 110.8 97.6 100
elevation 443.83
Wall backfill
3 Sandy Lake Road, 40' left, Station 41 +10, 6" 1 13.1 110.6 97.8 100
elevation 445.84
Wall backfill
4 Sandy Lake Road, 44' left, Station 42 +10, 6" 1 13.1 110.4 97.6 100
elevation 445.84
Test results on this report meet project specification.
Technician: Julio Perez Started: 10:00a Finished: R Orir e
(fi
1:OOpm
Report Distribution: : rr
(1) City of Coppell
(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.
)7TM Page 1 of 1