ST0102-LR030603Ro gineers
8908Ambassador Row, Dallas, IX '5247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rolh~ay. Sic. 150. IIouston, TX 7704{)
Ciirporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms Suzan Taslor
PO Box 478
Coppcll TX 75019
Project: Rub)~ Road (ST 01-02)
Coppell, TX
Report No.: 177394
Project No.: 027176
Date of Service: 05/28/2003
Report Date: 06/03/2003
Services: Perform [n-Place Density Test in accordance with ASTM Standards
PROJECT DATA
CONFRIC]OR: Tiseo ])axing
'lest Methods: .SS'I'M D-2922
ASI'M D-3017
Description
Gauge: [ foxier 343(/ Moisture
Gauge Serial No: 24324 Cull en~: 588
Fcst Mode: Df Previous: 588
MOISTURE DENSIIY RELATIONS
Moistm e % Density pcf
Standard Counts
Density
Current: 2269
Previous: 2280
lime %eared Dark Biox, x, I1 Sandy Clay
29.0
90.0 Optimum +4
95 rain
FIELD DENSITY TESTS
]'ESI
NO
PROBE
I'EST LOC STION DEl'Ill
M'D MOISII:RE ;**rETDENSIqY DRYDI(NSII'Y I)ENSITY
No. (%) (poi) (pcl) (% maxi
Paving Subgrade 6" 101
Station 21--00, 12' south ofcenterline 1 311 119.3 91.0
Paving Subgrade
Station 22-00, centerline 6" 1 27.1' 120.0 94.4 105
Paving Subgrade 6" 90.5 10]
Station 23+00, 6' north of ccntertine I 31.8 119.3
Paving Subgrade 6" 101
Station 24~00, 13' south ofcenterline I 32.0 119.9 90.8
Paving Subgrade
Station 25+00, 3' north of' centertine 6" I 25.9* 123.3 97.9 109
Paving Subgrade 6" "5 * 108
Station 26+00, 12' north of centerline 1 =_ .6 122.0 97.1
Paving Subgrade
Station 20+00, 10' north of centerline 6" 1 25.6* 121.3 96.6 107
I}71)1) [):,ge I 01'2
g!neers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Roth~ay, Ste. 150, Houston, TX 77040
Corporate Phone: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Attn: Ms. Suzan Taylor
PO Box 478
Coppel! TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 177419
Project No.: 027176
Date of Service: 05/28/2003
Report Date: 06/03/2003
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: 24324
Test iX. lode: DT
Moisture
Current: 588
PreMous: 588
Standard Counts
Density
Current: 2267
Previous: 2280
No.
Description
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Deasit) pcf
Lime Treated Dark Brown Sandy Clay
29.0 90.0
Project Requirements
Moisture Density
Optimum +4 95 mtn
FIEI,D DENSITY TESTS
TEST
NO
TEST LOCATION
PROBE
DEPTtt
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (pcb (% max)
2
3
Paving Subgrade
Retest of Item ,05 from report ,0177394,
dated 5/28/03
Paving Subgrade
Retest of Item #6 from report #177394,
dated 5/28/03
1 29.8 116.4 89.7 100
1 29.4 119.3 92.2 102
111
Paving Subgrade
Station 26+75, centerline 6" 1 28.0* 127.6 99.7
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Density tests over 102% may be due to mismatch of material or over compaction.
Technician: Jason Astiz
Report Distribution:
(1) City of Coppetl
(1) Tiseo paving Company
(1) Pacheco Koch
(1) Whght Construction Company
Started: 4:00pm
Finished: 6: 00p~/.~/~ngineers' Ltd'
,~' '~ ~ JohnMoody
Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsib0ity for variation in quality
(composition, appearance, performance, etc) or any other feature of similar subject mat~er provided by persons or conditions over which we have no control Our letters and
repons a~e for the cxclumve 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 Iofl
Ron eEngineers
8908 Ambassador Row, Dallas, TX 75247
2696 Gravel Drive, Fort Worth, TX 76118
6300 Rothway, Sle. 150, Houston, TX 77040
Corporate Phune: (214) 630-9745
IN-PLACE DENSITY TESTING
Client:
Ci~ of Coppell
Artn: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 177408
Project No.: 027176
Date of Service: 05/28/2003
Report Date: 06/03/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CONTRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 24324 Current: 588
Test Mode: DT Previous: 588
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Densi~ pcf
Standard Counts
Densit~
Current: 2269
Previous: 2280
Project Requirements
Moisture Density
1 Lime Treated Dark Brown Sandy Clay 29.0
90.0 Optimum +4
95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcf) (% max)
Paving Subgrade
1 Retest of Item #5 from Report #177394, 6" 1 24.6* 122.7 98.5
dated 5/28/03
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Density tests over 102% may be due to mismatch of material or over compaction.
109
Technician: Jason Astiz
Report Distribution:
(1) City of Coppell
( 1 ) Tiseo Paving Company
(1) Pacheco Koch
( 1 ) Wright Consnmction Company
Started: l:30pm
Finished: 3:00pm~rngineers' Ltd.
~/ / - JohnMoody
fi' / Project Manager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples provided for testing We assume no responsibiliD' for vanation in qualiD'
(composition, appearance, per£om~ance, etc) or any other li:ature of similar subject matter provided by persons or conditions over which we have no control Our letters and
reports are for the exclusive use c~fthe clients to ~hom they are addressed and shall not be reproduced except in full without the written approval of Rune Engineers, Ltd.
07DD Page I of 1
R.o, n~Engineers
Report No.: 177394 ~,l
Project No.: 027176 Client: Cit> of Coppell
NO
DEPIH
No, (%) (peri (pcl) (% max)
Paving Subgrade
8 Station 19%0, cenlerline 6" 1 26.8* 120.5 95.0
Paving Subgrade
9 Station 18+18, 15' south ofcenlerline 6" 1 27.6* 115.2 90.3
An asterisk (*) appears next to test results which do NOT meet the project specifications.
106
100
Technician: Jason Astiz
Report Distribution:
(I} Cit) of( oppcll
Started: 7:45alll Finished:
10:00a~/~~ineers, Ltd.
~John Moody
Project Manager
I,IMITA I IONS The test rcRflt$ presented hcrci!~ were prepared based upon thc specific samples provided lbr t~zsmlg Wc assume no rcspon£ibility fbr variation u; qual
0.i)1) Page 2 of 2