ST0102-LR021223RoneEn gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 166686
Project No.: 027176
Date of Service: 12/18/2002
Report Date: 12/23/2002
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM [)-3017
Standard Counts
Gauge: Troxler-3430 Moisture Density
Gauge Serial No: 32685 Current: 638 Current: 3003
Test Mode: Dq
Previous: 638 Previous: 2988
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture l)ensity
1 Medium broxvn sandy clay w/gravel 15.5 l 12.0 Optimum +5 95 rain
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) (per} (pc0 (% max)
Utility Backfill
1 Manhole, Ruby Road, station 0+00, south 6" 1 14.5' I 18.2 103.2 92 *
side, 10' below grade
Utility Backfill
2 Manhole, Ruby Road, station 0+00, north 6" 1 13.0' 108.5 96.0 86 *
side, 10' below grade
Utility Backfill
3 Manhole, Ruby Road, station 0+00, north 6" 1 13.5' 116.4 102.6 92 *
side, 4' below grade
Utility Backfill
4 Manhole, Ruby Road, station 0+00, south 6" 1 14.2' 119.8 104.9 94 *
side, 4' below grade
An asterisk (*) appears next to test results which do NOT meet the project specifications.
LIMITATIONS: ]'he test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation m qualdy
(composition, appearance, pcrlbrmance, etc.) or any oilier Pcature of similar subject matter provided by persons or conditions over wbich we have no control. Our letters and
reports are Ibr thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc
07CM Page I of 2
RoneEng!neers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
{214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 16673 !
Project No.: 027176
Date of Service: 12/18/2002
Report Date: 12/23/2002
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONIRACTOR: Tisco Paving
Test Melhods: ASTM D-2922
ASTM D-3017
Gauge: Troxler-3430
Gauge Serial No: 326865
Test Mode: DT
Moisture
Current: 638
Previous: 638
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Medium brown sandy clay w/gravel
15.5 112.0
Standard Counts
Density
Current: 3003
Previous: 2988
Project Requirements
Moisture Density
Optimum +5 95 rain
FIEED DENSITY TESTS
TEST I,OCATION
TEST PROBE
NO DEPTH
Utility Backfill
1 Sanitary sewer, Ruby Rd., north side 6"
manhole, station 0+00, 5' below grade
Utility Backfill
2 Sanitary sewer, Ruby Rd., south side 6"
manhole, station 0+00, 5' below grade
Utility Backfill
3 Sanitary sewer, Ruby Rd., station 2+55, 7' 6"
below grade
Utility Backfill
4 Sanitary sewer, Ruby Rd., station 2+70, 4' 6"
below grade
Utility Backfill
M/D MOISTURE WET DENSITY DRY DENSITY DENSH'Y
No. (%) (pti) (pcO (% max)
1 I6.5 118.8 102.0 91 *
I 13.5' 119.9 105.6 94*
1 11.6* 107.6 96.4 86 *
1 12.8' 121.0 107.3 96
LIMITATIONS The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility tbr variation in quality
(composition, appearance, pertbrmancc, etc ) or any other feature of sPntlar subject matter provided by persons or conddions over which we have no coutrol Our letters anti
reports arc lbr the exclusive use of thc clients to whom they are addressed and shall not be reproduced except in tull without the written approval of Rone Engineers, lnc
07CM Page I of 2
Report No.: 166731 ,, ~: ... ~,~ ,~=:' RoneEngineers
Project No.: 027176 Client: City of Coppell ' '" ~l
TEST
NO
IESTLOCAI'ION
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pcf) (% max)
station 2 85,2 I 12.8' 120.6 106.9
Sanitary sewer, Ruby Rd., ' + ' 6"
below grade
An asterisk (*) appears next to test results which do NOT meet the project specifications.
95
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppcll
(l) Tiseo Paving Company
(I) Pachcco Koch
(I) Wright Construction Company
Started: 3:30pm
[.IMITATIONS: The test results presented fierein were prepared based upon the specific samples provided for testing We assume no responsibility fur variation m quafity
(composition, appearance, perfi~rmance, etc.) or any other feature ofsimdar subject matter provided by persons or conditions over which we have no control Our letters and
reports are [bt the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fidl without the writtea approval of Ronc Engineers, [nc
07CM Page 2 of 2
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
CiW of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 166803
Project No.: 027176
Date of Service: 12/19/2002
Report Date: 12/23/2002
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM I)-2922
ASTM D-3017
Standard Counts
Gauge: Troxler-3430 l~loisture Density
Gauge Serial No: 32685 Current: 644 Current: 3035
Test Mode: D[
Previous: 638 Previous: 3003
MOISTURE DENSITY RELATIONS
Maximum Project Rcquircmeuts
M/D No. Description 1Hoisture % Density pcf Moisture Density
1 Medium brown sandy clay w/gravel 15.5 112.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST LOCATION
TESI' PROBE M/D MOISTURE WEI'DENSH'Y DRY DENSH'Y DENSITY
NO DEPTH No. (%) (pc0 (pcf} {% max)
Utility Backfill
1 Sanitary sewer, Ruby Rd., west side of 6" 1 17.0 124.6 106.5 95
manhole, station 0+00, 8' below grade
Utility Backfill
2 Sanitary sewer, Ruby Rd., ,,vest side of 6" I 17.6 125.7 106.9 95
manhole station 0+00, 6' beloxv grade
Utility Backfill
3 Sanitary sewer, Ruby Rd., west side of 6" 1 15.7 123.6 106.8 95
manhole station 0+00, 3' below grade
Utility Backfill
4 Sanitary sewer, Ruby Rd., west side, station 6" I 15.9 126.7 109.3 98
0+50, 5' below grade
Utility Backfill
LIM['I Al'IONS: ['he test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composltmn, appearance, performance, otc) or any other feature 0fsmPlar subject matter provided by persons or conditions over which we have no coutrol Our letters and
reports are fbr the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without tbe wrirten approval of Ronc Engincms, Inc
07C1M Page I of 2
ReportNo.: 166803 '~ I ~'" , (,/~q~.4~ RoneEngJneers
Project No.: 027176 Client: City of Coppell ', ................. :/1
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (pcf} (% max)
NO
5 Sanitary sewer, Ruby Rd., west side, station 6"
0+50, 3' below grade
Utility Backfill
6 Sanitary sewer, Ruby Road, west side, 6" 1
station 1+00, 6' below grade
Utility Backfill
7 Sanitary sewer, Ruby Road, west side, 6" 1
station 1+00, 4' below grade
17.0 131.2 112.1 100
15.7 108.8 94.0 84 *
13.6' 118.9 104.7 93*
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Joe Jemigan
Report Distribution:
(1) City of CoppelI
(I) Tiseo Paving Company
(I) Pacheco Kocb
(1) Wright Construction Company
Started: 2:30pm
Finished: 5:00pm//~~gineers' Inc.
John Moody
~ Prgject Manager
LIiVIlq'ATIONS: Ihe test results presented herein were prepared based upon the spccitic samples provided for testing We assume no responsibility for variation in quality
(composition appearance performance etc ) or any other ~katur¢ of similar subject matter provided by persons or cond tions over w ch we ave no con ro Our letters and
reports are lbr the exclusive use of the clients to whom they are addressed and shall not be rcproduced except in full without the written approval of Rone Engineers, Inc
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