ST0001-LR020129 (2)8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client: City of Coppell
ACm: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 7510~9
Project:~ Drive and~
Services: perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.: 142242
Project No.: 015729
Date of Service: 01/18/2002
Report Date: 01/29/2002
CONTRACTOR: Infrastructure Services, Inc.
Te~t Methods: ASTM D-2922
ASTM D-3017
M/D No. Description
Gauge: Troxler 3430 Moisture
Gauge Serial No: 32685 Current: 640
Test Mode: DT Previous: 645
MOISTURE DENSITY RELATIONS
Maximum
Moisture % Density pcf
Standard Counts
Density
Current: 3008
Previous: 3010
Project Requirements
Moisture Density
Dark Brown Clay, trace calcareous nodules
18.0
105.0 Optimum +5
95 rain
FIELD DENSITY TESTS
TEST PROBE M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
NO TEST LOCATION DEPTH No. (%) OeO (pc0 (% max)
Utility Trench 6" 99
1 Crossover, Creekview, Station 18+00, 2' 1 22.4 127.4 104.1
below grade
Utility Trench 6" 99
2 Crossover, Creekview, Station 18+00, final 1 22.7 127.4 103.8
Utility Trench 6" 99
3 Crossover, Creekview, Station 24+25, 2' 1 21.3 126.2 104.0
below grade
Utility Trench 6" 96
4 Crossover, Creekview, Station 24+25, final 1 22.8 123.2 100.3
Utility Trench
· ' · + ' 6" 97
5 Waterline, Croekview, Stataon 27 00, 2 1 23.2* 126.0 102.3
belowgrade E~,.. ~ .~0~~ ,~d
LIMITATIONS: The test r~sults 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 are addressed and shall not be reproduced except in full without the written approval of Rone Engineers, Inc.
07DK Page I of 2
RoneEngJneers
Report No.: 142242 i~mmm~l
Project No.: 015729 Client: City of Coppell
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pc0 (% max)
6
Tests approved by city of Coppell Inspector Larry Davies.
Utility Trench 6"
Waterline, Creekview, Station 27+00, final 1 23.3* 129.2 104.8
An asterisk (*) appears next to test results which do NOT meet the project specifications.
Started: 5:00pm Finished: 6:00pm
(1) City of Coppoll
(1) Schrickel, Rollins & Assoc., Inc.
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppoll
(1) City of Coppoll
(1) City of Copp¢ll
(1) Infrastructure Services, Inc.
100
Project~i [anager
LIMITATIONS: The test results presented herein were prepared based upon the specific samples ptovided 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 wMch we have no consol. 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 written approval of Ronc F~agineers, Inc.
07DK Pnge 2 of 2
RoneEngineers
8908 Ambassador Row
Dallas, Texas 75247-4510
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of C0ppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
Report No.: 142241
Project No.: 015729
Date of Service: 01/16/2002
Report Date: 01/29/2002
CONTRACTOR: Infrastructure Services, Inc.
Test Methods:
ASTM D-2922
ASTM D-3017
M/D No. Description
Standard Counts
Density
Current: 3018
Gauge: Troxlcr 3430 Moisture
Gauge Serial No: 32685 Current: 644
Test Mode: DT Previous: 69 Previous: 3038
MOISTURE DENSITY RELATIONS
Maximum Project Requirements
Moisture % Density pcf Moisture Density
Dark Brown Clay, trace calcareous nodules
18.0 105.0 Optimum +5 95 mia
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pcO (Pc0 (% max)
Waterline 6" 95
1 Creekview, Station 21+00, 2' below grade 1 19.2 118.7 99.6
Waterline 6" 96
2 Creekview, Station 21+00, final 1 18.6 119.2 100.5
Waterline 6" 99
3 Creekview, Station 24+00, 2' below grade 1 18.3 122.6 103.6
Waterline 6" 97
4 Creekview, Statiou 24+00, final 1 20.1 122.4 101.9
Test results on this report meet project specification.
Technician: Joe Jemigan
Report Distribution:
(1) City of Coppe0
(1) City of Coppall
(1) City of Coppall
(1) Infrastructure Services, Inc.
Started: 3:00pm Finished: 4:30pm
(1) City of Coppell
(1) Schfickal, Rollins & Assoc., Inc.
Project Manager
LIMITATIONS: The test ~sults presented herein were prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, performance, eW.) or any other feature of similar subject matter provided by persons or conthtions 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 full without the written approval of Rone Engineers, Inc.
07DK Page 1 of I
RoneEn g
Client:
Project:
Services:
City of Coppell
Attn: Ms. Susan Taylor - Engineering Dept
PO Box 478
Coppell TX 75109
Creekview Drive and
Freeport Parkway
Coppell, TX
perform In-Place Density Test in accordance with ASTM Standards.
PROJECT DATA
8908 Ambassador Row
Dallaa, Texas 75247-4510
(214) 630-9745
(21.4) 630-9S19 (fax)
IN-PLACE DENSITY TESTING
Report No.: 141761
Project No.: 015729
Date of Service: 01/14/2002
Report Date: 01/29/2002
CONTRACTOR: Infrastructure Services, Inc.
Test Methods: ASTM D-2922
ASTM D-3017
M/DNo. DeseHpflon
Gauge: Troxlar 3430 Moisture
Gauge Serial No: 32685 Current: 639
Teat Mode: DT Previous: 666
MOISTURE DENSITY RELATIONS
Dark Brown Clay, trace calcareous nodules
Maximum
Moisture % Density pcf
18.0
Standard Counts
Density
Current: 3043
Previous: 3099
Project Requirements
Moisture Density
105.0 Optimum +5
95 min
FIEI,D DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
M/n MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pc0 (pcO (% max)
Utility Trench
1 8" waterline, Creekview, Station 6+00, 2' 6"
below grade
Utility Trench
2 8" waterline, Creekview, Station 6+00, final 6"
Utility Trench
3 8" waterline, Creekview, Station 12+50, 2' 6"
below grade
Utility Trench
4 8" waterline, Creekview, Station 12+50, 6"
Technician: Joe Jernigan
Report Distribution:
(1) City of Coppell
(1) City of Coppell
(l) City of Coppell
(1) InfrasWacture Services, Inc.
1 22.1 122.8 100.6 96
1 21.6 122.1 100.4 96
1 21.5 122.1 100.5 96
1 19.4 122.3 102.4 98
Started: 12:30p
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
Test results on this report meet project specification.
Finished: 3:00pm Ro~
Cia
nc,
Stark
Proj~t Manager
LIMITATIONS: Thc test results presented hereto were prepared based upon the specific samples provided for testing. We assume no responsththty for vanaOon m 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 l~crs and
reports are for thc exclusive use of the clients to whom they are addressed and shall not be reproduced except in full without the writt~ appwval of Rone Engineers, Inc.
07DK Page I of 1