ST9301-LR060213 Rone Engineering 8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
7701 W Little York, Ste 600, Houston, TX 77040
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- Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 250305
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 02/02/2006
Coppell TX 75019
Report Date: 02/13/2006
Project: East Sandy Lake Road
ST 93 -01 04) 4r51(0
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 tY
ASTM D -3017 Gauge Serial No: 33438 Current: 563 Current: 2579
Test Mode: DT Previous: 577 Previous: 2559
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
2 Light Gray Clay with gravel 20.0 105.0 Optimum +4 95 min
3 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. ( %) (pcf) (pcf) (% max)
Wall backfill
1 Sandy Lake Road, Station 30 +80, elevation 6" 2 21.6 122.6 100.8 96
445
Wall backfill
2 Sandy Lake Road, Station 31 +00, elevation 6" 2 21.6 121.7 100.1 95
445
Wall backfill
3 Sandy Lake Road, Station 44 +10, elevation 6" 2 22.2 122.3 100.1 95
438
Wall backfill
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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Report No.: 250305 __ ■ ____ _
Project No.: 059909 Client: City of Coppell
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
4 Sandy Lake Road, Station 44 +00, elevation 6" 1 14.9 124.9 108.7 96
447.56
Wall backfill
5 Sandy Lake Road, Station 44 +00, elevation 6" 1 14.0 125.1 109.7 97
448.74
Wall backfill
6 Sandy Lake Road, Station 44 +00, elevation 6" 1 15.8 125.0 107.9 95
449.05
Wall backfill
7 Sandy Lake Road, Station 44 -10, elevation 6" 3 11.3 106.8 96.0 98
439
Wall backfill
8 Sandy Lake Road, Station 44_15, elevation 6" 3 11.7 107.1 95.9 98
440
Test results on this report meet project specification.
i
• Technician: Julio Perez Started: 8: l 5am Finished: 5:45pm 9 e j�� - 1 e j» rg
Report Distribution: f ,1AI' i Or
(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.
07TM Page 2 of 2
one 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
REPORT OF CANCELLATION OF IN -PLACE DENSITY TESTING
Client: City of Coppell Report No.: 250398
Ms. Suzan Taylor Project No.: 059909
PO Box 9478 Date of Service: 02/03/2006
Coppell TX 75019 Report Date: 02/13/2006
Project: East Sandy Lake Road
ST 93 -01 to 5e7101
Services: Cancellation of In -Place Density Testing
Report of Cancellation
On this date a Rone Engineering Services, Ltd. representative arrived on site as
scheduled. Upon arrival, our representative was informed that testing /inspection
was cancelled for the day.
Technician Time: 8:15am — 10:15am
Rone Engineering
Technician: Julio Perez
Report Distribution:
//
(I) City of Coppell • ' . 4;6
(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.
i9TM Page 1 of 1