ST0102-LR030207 gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
At[n: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Services:
Perform Tn-Place Density Test in accordance with ASTM Standards.
Report No.: 169480
Project No.: 027176
Date of Service: 01/28/2003
Report Date: 02/07/2003
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Troxler 3430 Moisture Density
Gauge Serial No: 33305 Current: 554 Current: 2515
'rest Mode: DT Previous: 556 Previous: 2744
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
1 Dark Brown Tan Sandy Clay 20.5 102.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcf} (pc0 (% max)
Paving Fill
1 Ruby Road, station 11 +50, North of 6" I 23.8 120.7 97.5 96
centerline, 3' below grade
Paving Fill ' 3' 6"
2 Ruby Road, station 11+50, centerhne, 1 28.1 * 116.7 91.I 89 *
below grade
Paving Fill
3 Ruby Road, station 11+25, South of 6" 1 20.5 120.0 99.6 98
centerline, 3' below grade
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Technician: Scott Fagan
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: 7:30a
Finished: 9:30a nglneers,
~/, / x.._ John Moody
Project Manager
!
Ltd.
LIMITATIONS: Tile test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation in quality
(composition, appearance, performance, etc.) or any other feature of similar subject matter provided by persons or conditions over which we have no control Our [eners and
reports are for the exclusive use of the clients to whom they are addressed and shall not be reproduced except in fldl without the written approval of Rone Engineers, Ltd
07DD Page I of 1
gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9742
(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.: 169395
Project No.: 027176
Date of Service: 01/27/2003
Report Date: 02/07/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Standard Counts
Gauge: Trox'~er 3430 Moisture Density
Gauge Serial No: 33305 Current: 553 Current: 2744
Test Mode: DT
Previous: 556 Previous: 2759
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay w/Traces of Gravel 21.5 102.0 Optimum +4 95 min
2 Medium Brown Sandy Clay w/Gravel
15.5 112.0 Optimum +4 95 min
FIELD DENSITY TESTS
TESI' PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTIt No. (%) (pcb (pcl) (% max)
Paving Fill
1 Ruby Road, station 11+50, North of 6" 1 22.9 123.4 100.4 98
centerline, 5' below grade
Paving Fill
2 Ruby Road, station 11+50, centerline, 5' 6" I 22.4 122.2 99.8 98
below grade
Paving Fill
3 Ruby Road, station 11+12, South of 6" I 21.8 125.1 102.7 101
centerline, 5' below grade
Paving Fill
4 Ruby Road, station 10+50, South of 6" 2 15.9 129.2 111.5 100
centerline, 3' below grade
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation ia quality
(composi0on, appearance, performance, etc) or any other feature of similar subject matter provided by persons or conditions over whicb we have no control Our letters and
reports are 1hr the exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the written approval of Roue Engineers, Ltd.
07DD Page I of 2
Report No.: 169395 RoneEngineers
Project No.: 027176 Client: City of Coppell ................... al
Test results on this report meet project specification.
Technician: Scott Fagan
Report Distribution:
(I) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: 10:lSa Finished:
12:00p~/~gineers, Ltd.
John Moody
Project Manager
LIMII'ATIONS: The test results presented herein were prepared based upon the specific samples provided for tcsting We assume no responsibility lbr variation in quality
(composition, appearance, performance, etc.) or any other I'cature of similar subject matter provided by persons or conditions over wbicb we bave no control Our lelters and
reports are tbr the exclusive use of the clients to wbom they are addressed and shall not be reproduced except in fidl without thc written approval of Rone Engiueers, Ltd
07DD Page2 of 2
Ron eEngineers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-974S
(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.: 169385
Project No.: 027176
Date of Service: 01/27/2003
Report Date: 02/07/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 33305
Test Mode: DT
Moisture
Carrent: 553
Previous: 556
Standard Counts
Density
Current: 2744
Previous: 2759
M/D No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Medium Brown Sandy Clay w/Gravel
15.5 112.0
Project Requirements
Moisture Densiiy
Optimum +4 95 min
FIELD DENSITY TESTS
PROBE
DEPTII
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcb (peg) (% max)
TEST
NO TEST LOCATION
Paving Fill
Ruby Road, station 11+50, North of
centerline, 6' below grade
Paving Fill
2 Ruby Road, station 11+50, centerline,
below grade
Paving Fill
3 Ruby Road, station 11+25, South of
centerline, 6' below grade
6~
6" 1 17.9 130.3 110.5 99
6" I 16.7 12'7.2 109.0 97
6" 1 17.7 128.3 109.0 97
Test results on this report meet project specification.
Technician: Scot~ Fagan
Report Distribution:
(1) City of Coppcll
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construcfion Company
Started: 7:30a
Finished: 9:15a~~~ngineers' Ltd.
~/ / John Moody
/ Prqject Manager
LIMITATIONS: Tile test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibility for variation m qualit,/
(composition, appearance, per fonnance, 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 tbr Ibc 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, Ltd
07DD Page I of I
RoneEng!neers
8908 Ambassador Row
Dallas, Texas 7524%4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppel[
Attn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 169291
Project No.: 027176
Date of Service: 01/24/2003
Report Date: 02/07/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32687
Test Mode: DT
Moisture
Current: 670
Previous: 662
Standard Counts
Density
Current: 2943
Previous: 2978
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Medium Brown Sandy Clay w/Gravel
15.5 112.0
Projec! Requirements
Moisture Density
Optimum +4 95 min
2 Dark Brown Clay w/Traces of Gravel
21.5
102.0 Optimum +4 95 rain
3 [)ark Brown Clay
21.5
98.5 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
Utilities
1 Storm drain, Line 2, Station 10+25, 2' 6"
below grade
Utilities
2 Storm drain, Line 2, Station 9+25, 2' below 6"
grade
Utilities
3 Storm drain, Line 2, Station 6+60, 2' below 6"
grade
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
1 18.0 124.1 105.2 94*
1 17.8 121.2 102.9 92 *
2 19.2' 121.0 101.5 100
LIMITATIONS: Tbe test results presented herein were prepared based upon tbc specific samples provided for testing We assume no responsibility fi~r variation in quality
(composition, appearance, performance, 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 Ibr the exclusive use of the clients to whom they are addressed and shall not be ~eproduced except in lhll without thc written approval ot'Rone Engineers,
07DK Page I of 2
Report No.: 169291 RoneEn~gine~ers
Project No.: 027176 Client: City of Coppell
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSrI'Y
No. (%) (pcf) (pcO (% max)
Utilities
4 Storm drain, Line 2, Station 5+40, 2' below 6" 2 21.6 118.2 97.2
grade
Utilities
5 8" waterline, Station 3+l 5, 2' below grade 6" 3 23.5 114.2 92.5
An asterisk (*) appears next to test results which do NOT meet the project specifications.
95
94*
Technician: Marshall Knox
Report Distribution:
( 1 ) City of Coppell
(1) Tiseo Paving Company
(I) Dacbeco Koch
(1) Wright Construction Company
Started: 10:15a
Finished:12 00~A~ngineers' Ltd
~/ / "~ JohnMoody
Project Manager
LIMITATIONS: The test results presented hereto were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in qualit}
(compos o , appearance, pc~ formance, etc.) or ally other fca ute of similar subject matter provided by persons or conditions over wh ch we have no control Our letters and
reports are for thc exclusive use of'the clients to whom they are addressed and shall not be r. eproduced except in fidl wdbout tile written approval of Roue Engineers. Ltd
07DK Page 2 of 2