ST0202-LR031230ineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn: Suzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.: 202303
Project No.: 038275
Date of Service: 12/19/2003
Report Date: 12/30/2003
CONTRACTOR: Tisco Paving
Test Methods: ASTIvI D-2922
ASTM D-3017
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: BS
Moisture
Current: 645
Previous: 640
Standard Counts
Density
Current: 2928
Previous: 2917
No.
Description
Cement Treated Base
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pef
8.5 133.0
Project Requirements
Moisture Density
Optimum +4 95 mia
FIELD DENSITY TESTS
TEST
NO
PROBE
TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcl) (pcl) (% max)
Paving Subgrade
1 Bethel School Road, eastbound lane, 0" 1 10.7 139.9 126.4 95
Station 8+00
Paving Subgrade
2 Bethel School Road, eastbound lane, 0" 1 9.7 141.7 129.2 97
Station 11+00
Test results on this report meet project specification.
Startad: 9:45AM Finished= 11:00A g°ne ~1/~ ,~d'
( CJ,~ S,t/ark
Pl'6ject Manager
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(compost on appearance performance, etc.) or any other fuamre of similar subject matter provided by persons or conditions over which we have no control. O~r letters and
reports are for the exclusive use of the clients to whom they are addressed and shal not be reproduced except in full without the wriaen approval of Rone Eng ricers, Ltd.
§TDF Page 1 of 1
lineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Aim: Suzan Taylor
PO Box 9478
Coppell TX 75019
Report No.: 202234
Project No.: 038275
Date of Service: 12/18/2003
Report Date: 12/30/2003
Project:
Services:
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Standards.
CONTRACTOR: Tisco Paving
Test Methods: ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler 3430 Moisture
Gauge Serial No: 31705 Current: 701
Test Mode: BS Previous: 701
Standard Counts
Density
Current: 2709
Previous: 2703
M/D No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
1
2
Cement Treated Base
Cement Treated Base
11.0 120.0
8.5 133.0
Optimum +4 95 min
Optimum +4 95 mia
FIELD DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE
DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY
No. (%) (pc0 (pc0
Paving Subgrade 6"
1 Oakbrook Drive at Bethel School Road, l
Station 12+00, place 12/17/03, final
Paving Subgrade 6"
2 Bethel School Road at Station 4+00, placed 1
12/17/03, final
Paving Subgrade 6"
3 Bethel School Road at Station 5+00, placed 2
10.8' ff~,O~9-0 116.4
10.7' ~36.0 122.8
8.7 140.5 129.3
12/18/03, final
An asterisk (*) appeam next to test resul~ which do NOT meet the project specifications.
Moisture density relationships provided by Garreth Campbell with the City of
Coppell. Garreth approved moisture contents for Test ~1 and #2.
DENSITY
(% max)
97
102
97
LIMITATIONS: The test results presenled herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
m ~o ~* ea~n~ce~et~.)°r~y°tbe~feat~eo~s'm~i~subjectm~p~de~byp~o~"~'~ti~'~[`~t}~w~2~;~f~*~u~tnd
(C~p~o~ arDoraP~Pee exclusiPve us' of the clients to whom they are addressed and shall not be reproduced exc~p ................ a.[ _
07DF Page l of 2
II ;rs
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn: Suzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
ST 02-02
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 202062
Project No.: 038275
Date of Service: 12/16/2003
Report Date: 12/30/2003
CONTRACTOR: Tisco Paving
Test Methods: ASTM D-2922
ASTM D-3017
PROJECT DATA
Gauge: Troxler 3430
Gauge Serial No: 32685
Test Mode: DT
Moisture
Current: 649
Previous: 638
Standard Counts
Density
Current: 2916
Previous: 2938
M/D No. Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Project Requirements
Moisture Density
1 Dark Brown and Tan Clay
17.0 108.5 Optimum +5 95 min
FIEI,D DENSITY TESTS
TEST
NO TEST LOCATION
Paving subgrade
1 Retest of#2, Report #201977
Paving subgrade
2 Bethel School Road, east bound lane at
Station 8+00, subgrade
Paving subgrade
3 Bethel School Road, east bound lane at
Station 6+50, subgrade
Paving subgrade
4 Bethel School Road, east bound lane at
Station 5+00, subgrade
Paving subgrade
5 Bethel School Road, east bound lane at
Station 4+50, subgrade
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcO (pc~) (% max)
6" 1 24.5* 123.9 99.5 92*
6" 1 24.4* 120.9 97.2 90 *
6" 1 20.8 124.3 102.9 95
6" 1 25.1' 122.2 97.7 90'
6" I 28.2* 124.2 96.9 89 *
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, 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 for the exclusive use of the clients to whom they arc addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Ltd.
07SS Page I of 2
ac
Client:
Project:
'neers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
MOISTURE DENSITY RELATIONS
City of Coppell
Arm: Suzan Taylor
PO Box 9478
Coppell TX 75019
Bethel School Road Reconstruct
Denton Tap to Heartz Road
Report No.: 201719
Project No.: 038275
Date of Service: 12/10/2003
Repor~ Date: 12/30/2003
ST 02-02
Obtain a sample of material fi.om the jobsite, bring the sample back to the laboratory and perform a moisture density relationship test in
accordance with ASTM Standards.
CONTRACTOR: Tiseo Paving
TEST FOR: Paving Subgrade
MATERIAL: Dark Brown and Tan Clay
CLASSIFICATION: Paving Subgrade
TEST METflOD: ASTM D-698 ASTM D-4318
Method B
PROJECT DATA
DATE SAMPLED: 12/10/2003
MATERIAL PREPARATION: Moist
RA~ER ~E: Mechanical
SAMPLED BY: Joe Jernigan
SAMPLE LOCATION: Center of Drive
REPORT OF TEST
M3OOMUM DRY DENSITY, pcf: 108.5
OPTIMUM MOISTURE CONTENT, %: 17.0
LIQUID LIMIT: 48
pLASTIC LIMIT: 17
pLASTICITY INDEX: 31
MOISTURE DENSITY RELATIONS
Zerc alxv fids c ave
Spe~ Lfic ( ravit~ 2.65
/ 'x\
/ \,
/
/
112
110
Dr~
Density
108
106
104
12 14 16 18 20 22 24
MOISTURE CONTENT (%)
Technician: Joe Jemigan R~
Report Distribution:
(1) City of Coppell ~x~ ~
(1) City of Coppell p~
ect 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, performance, ete) or any other feature of similar subject matler provided by persons or conditions over which we have no conlxol. 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 wrilten approval of Rone Engineers, Ltd.
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