ST0102-LR0301228908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
REPORT OF IN-PLACE DENSITY TESTING CANCELLATION
Client:
City of Coppell
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 168833
Project No.: 027176
Date of Service: 01/16/2003
Report Date: 01/22/2003
Services: In-Place Density Testing Cancellation
Report of Cancellation
On this date, a Rone Engineers, Ltd. representative arrived on site as scheduled
to perform In-Place Density Testing. Upon arrival, the technician was informed
of job cancellation due to contractor not being ready.
Technician Time: 1:30 pm to 4:30 pm
Page 1 of 1
Technician: Jesse Landreth
Report Distribution:
(1) City of Coppell
(l) Tiseo Paving Company
(1) Pacheco Koch
(l) Wright Construction Company
/Johngineers, Ltd.
n Moody
Project 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, etc.) or any od~er lbamrc of similar subject matter provided by persons or conditions over which we have no control. Our letters and
repons 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 Rone Engineers, Ltd.
99CM Pa~e 1 of I
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247~4510
(214) 630-9745
(214) 630-9819 (lax)
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.: 168509
Project No.: 027176
Date of Service: 01/10/2003
Report Date: 01/22/2003
Services: Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
CON~IRACTOR: Tiseo Paving
Test Methods: ASTM D-2922
ASTM D-3017
M/D No.
Description
Gauge: Troxler 3430
Gauge Serial No: 25249
Test Mode: DT
Moisture
Current: 643
Previous: 644
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density per
Standard Counts
Density
Current: 2548
Previous: 2537
Project Requirements
Moisture Density
Medium Brown Sandy Clay w/Gravel
15.5 112.0 Optimum +5 95 min
FIELD DENSITY TESTS
TEST
NO TEST LOCATION
Utility Backfill
54" storm drain, station 3+50, 4' below
grade
Utility Backfill
2 54" storm drain, station 3+00, 3' below
grade
Utility Backfill
3 54" storm drain, station 2+50, 3' below
grade
Utility Backfill
4 54" storm drain, station 2+00, 2' below
grade
Utility Backfill
PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pc0 (pcO (% max)
6" 1 17.5 125.0 106.4 95
6" 1 15.6 123.3 106.7 95
6" I 19.6 128.1 107.1 96
6" 1 19.0 130.1 109.3 98
07DF Page I of 2
Report No.: 168509 RoneEngineers
Project No.: 027176 Client: City of Coppell m's~nnn~/
TEST
NO
I'EST LOCATION
PROBE M/D MOISTERE WET DENSITY DRY DENSITY DENSITY
DEPTH No. (%) (pcf) (pc0 (% max)
54" storm drain, station 1+50, 3' below 6" 1 14.3' I26.8 110.9
grade
An asterisk (*) appears next to test results which do NOT meet the project specifications.
99
Technician: Jarrod Miller
Report Distribution:
(I) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: 12:15P
Finished: 2:00PM~.~/~ngineers~ Ltd.
// / --John Moody
y / Project Manager
LIMITATIONS: Thc test results presented herein were prepared based upon thc specific samples provided tbr testing. We assume no responsibility Ibr 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 are addressed and shall not be reproduced except m thll without the written approval of Rone Engineers, Ltd
07DF Page 2 of 2
Ro gineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214} 630-9819 (fax}
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Atto: Ms. Suzan Taylor
PO Box 478
Coppell TX 75019
Project: Ruby Road (ST 01-02)
Coppell, TX
Report No.: 168670
Project No.: 027176
Date of Service: 01/14/2003
Report Date: 01/22/2003
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
Density
Current: 2285
Previous: 2291
Gauge: Troxler-3430
Moisture
Gauge Serial No: 24324 Current: 586
Test Mode: DT
Previous: 589
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
M/D No. Description Moisture % Density pcf Moisture Density
1 Dark Brown Clay 21.5 98.5 Optimum +4 95 min
2 Medium Brown Sandy Clay w/Gravel 15.5 112.0 Optimum +4 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRYDENSITY DENSITY
No. (%) (pc0 (pef) (% max)
Paving Fill
1 Station 11+00, 8' below grade 6" 1 22.9 119.7 97.4 99
Paving Fill
2 Station 10+60, 7' below grade 6" 2 17.2 128.0 109.2 98
Paving Fill
3 Station 9+90, 6' below grade 6" 2 18.3 130.7 110.5 99
Test results on this report meet project specification.
Technician: Jason Astiz
Report Distribution:
(1) City of Coppell
(1) Tiseo Paving Company
(1) Pacheco Koch
(1) Wright Construction Company
Started: ll:15a
Finished: 1:00p/~/~ngineers'
/// // Jolm Moody
~' ~/ Project Manager
Ltd.
LIMITATIONS: The test results presented heroin 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 maaer 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 fall without the written approval of Rone Engineers, Ltd.
07CM Page 1 of I