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�./ _ - ��� „ � ■■ ■ 84 :..,. alias, TX 75247
11.11=111 W ` 2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 130, Houston, TX 77040
Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Client: City of Coppell
Ms. Suzan Taylor Report No.: 237635
PO Box 9478 project No.; 059909
CoppeII x 75019 Date of Service: 07/12/2005
Report Date: 07/18/2005
Project: East Sandy Lake Road I � .t Z 01{240
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
ROJECT DATA
CONTRACTOR: Tiseo Paving Company Standard Counts
Test Methods: Age ]:3_2922 Gauge: Troxler 3430 Moisture
Gauge Serial No: 35519 Density
ASTM D -3017 Current: 620 Current: 2578
Test Mode: DT
Previous: 687 Previous: 2600
MOISTT_TRE DENSITY RELATIONS
NUD No. Maximum Project Requirements
Description Moisture % Density per Moisture Density
t 3'
1 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
FIE D D N &TTV TE,ST,S
l'1 ST
PROBE MID MOISTURE WET DENSITY T)RY DENSITY DENSITY
NO TEST )LOCATION DEPTH No. %
� ) (Per) (Pct (/o max)
Paving fill
1 East Sandy Lake Road, Station 42 +00, 6" 1 12.5 128.9 114.6 98
elevation 448', 3rd lift
Paving fill
2 East Sandy Lake Road, Station 41+50, 6" 1 13.7 128.5 113.0 97
elevation 443', 3rd lift
Paving fill
3 East Sandy Lake Road, Station 41 +00, 6" 1 13.0 127.0 112.4 96
elevation 448', 3rd lift
Paving fill
4 East Sandy Lake Road, Station 39+50, 6" 1 12.6 127.0 112.8 97
elevation 446', 3rd lift
Test results on this report meet project specification.
Technician: Julio Perez Started: 12 :00p Finished: 4:45 m R�4/49,1
Report Distribution: r
!.) Cite of Coppell p �
1) City of Coppcll ' . Scott Watson, .A,ET
l} Tisco Paving CMT Operations Manager
LIMITATIONS' The test results presented herein were prepared based upon the speciE& 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 Ronc Engineering Services, Ltd.
TM Page 1 of 1
i i 8908 Ambassador Row, Dallas, TX 75247
2 696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
i ' - Corporate Phone: (214) 630 -9745
IN -PLACE DENSITY TESTING
Report No.: 237496
Ms. . Suzan Taylor Client: s Coppell Project No.: 059909
Ms.
PO Box 9478 Date of Service: 07/09/2005
Coppell TX 75019 Report Date: 07/18/2005
Project: East Sandy Lake Road
ST 93 -01
Services: Perform In -Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Standard Counts
CONTRACTOR: Tiseo Paving Company Gauge: Troxler 3430 Moisture Density
Test Methods: ASTM D - 2922
Gauge Serial No: 24875 Current: 611 Current: 2800
ASTM D -3017
Test Mode: DT Previous: 603 Previous: 2803
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description
Moisture % Density pcf Moisture Density
1 Reddish Brown Clay with gravel & asphalt 7.5 124.5 Optimum +5 95 min
2 Reddish Brown Sandy Silty Clay 12.5 116.5 Optimum +5 95 min
3 Light Brown Sandy Clay w/ Limestone Fragments 11.0 122.5 Optimum +5 95 min
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
TEST
NO TEST LOCATION DEPTH No. ( %) (Pcf) (Pct) (% max)
Paving fill 1 7 9 134.3 124.5 100
1 Westbound, Station 28 +50, 30' left of 6"
centerline, elevation 445.0
Paving fill
2 Westbound, Station 34 +00, 45' left of 6" 2 11.5* 120.8 108.3 93*
centerline, elevation 445.0
Paving fill 13 2 130.1 114.9 99
3 Westbound, Station 37 +00, 50' left of
6" 2
centerline, elevation 445.0
Paving fill
LIMITATIONS. The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
for t e use of the clients to whom they are addressed and shall not of be except in conditions
ulll without he written approval Our letters and
oval of Rone Engineering Servies. reports d
Page 1 of 2
2eport No.: 237496
?roject No.: 059909 Client: City of Coppell
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
TEST
NO TEST LOCATION DEPTH No. ( %) (pcf) (pcf) (% max)
4 Westbound, Station 37 +00, 30' left of
6 " 2 14.0 124.2 108.9 93*
centerline, elevation 445.0
Paving fill 8.2* 125.3 115.8 95
5 Westbound, Station 40 +00, 30' left of
6" 3
centerline, elevation 446.0
Paving fill
6 Westbound, Station 40 +00, 45' left of 6" 3 8.8* 126.5 116.3
centerline, elevation 443.0
An asterisk ( *) appears next to test results which do NOT meet the project speci c do .________
01
Ron r,, i f ieeri
Technician: Dan Rogers Started: 2:45pm Finished: 6:OOpm ,
Report Distribution: _ •
(1) City of Coppell Clay Stark
P
(1) City of Coppell Project Manager
(1) Tiseo Paving
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
for
(composition,
e exclusive eof the clients to whom they are addressed and sha matter
l not be except in full the written approval Our letters and
oval of Rone Engineering Services, Ltd.
for Page 2 of 2