ST0001-LR020207Ro gineers
890S Ambassador Row
Dallas, Texas 7524,/-4510
(214) 630-9745
(2[4) 6~0-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
Project:
Services:
City of Coppell
Attn:Ms. SusanTaylor-EngineerlngDept
PO Box 478
CoppeHTX75109
Creekview Drive and
Freeport Parkway
Coppell, TX
Perform In-Place Density Test in accordance with ASTM Standards.
Report No.: 142671
Project No.: 015729
Date of Service: 01/28/2002
Report Date: 02/07/2002
PROJECT DATA
CONTRACTOR: Infrastructure Services, Inc.
Te~t Methods: ASTM D-2922 Gauge: Troxler 3430 Moisture
ASTM D-3017 Gauge Serial No: 32685 Current: 637
Test Mode: DT
Previous: 640
MOISTURE DENSITY RELATIONS
Maximum
M/D No. Description Moisture % Density pct'
Standard Count~
Density
Current: 3031
Previous: 3083
Project Requirements
Moisture Density
1 Dark Brown Clay, trace calcareous nodules 18.0 105.0
2 Dark Brown, Gray and Tan Clay 25.5 94.5
Optimum +5 95 mia
Optimum +5 95 min
FIELD DENSITY TESTS
TEST PROBE
NO TEST LOCATION DEPTH
Storm Drain
1 Creekview, Station 26+10, 4' below grade 6"
Storm Drain
2 Creek'view, Station 26+10, 3' below grade 6"
Storm Drain
3 Creekview, Station 26+10, 2' below tpade 6"
Storm Drain
4 Creekview, Station 26+10, 1' below ~rade 6"
Technician: $oe Jemigan
Report Distribution:
(1) City of C, opp~ll
(1) City of Coppell
(t) city of Col~n
(1) Infra~tmoto~ San, i¢~, Inc.
M/D MOISTURE WET DENSITY DRY DENSITY
No. (%) (pc0 (pc0
2 27.7 117.4 91.9
2 27.2 116.9 91.9
2 28.6 117.2 9~.1
2 29.2 118.0 91.3
Test results on this report meet project specification.
Started: 6:00am ' Finished: 8:30am
(1) City of Coppell
(1) Schrickel, Rollins & Assoc., Inc.
DENSFrY
(% max)
97~
97
96
~coje~t Manager
LIMITATIONS: The test results presented herein were prepared based upon thc specific samples provided for testing. We assume no responsibility for vagation in quality
(composition, appearance, pelformance, etc.) or any other f~atore of similar subject matter provided by persons or conditions over which we have no con~rol. Our lett~s and
repofls an~ for the exclusive use of the clients to whom they are addressed and~shall not .be.,ep, odaced except in full without the wriUen approval of Rone Fagineers, Inc.
07DK t'age 10l I
8908 Ambamdor Row
Dallas, Texas 75247-4S10
(214) 630-9745
(214) 630-9819 (fax)
IN-PLACE DENSITY TESTING
Client:
City of Coppell
Atto: Ms. Susan Taylor - Engineering Dept
PO Box 478
Report No.: 142793
Project No.: 015729
/ Date of Service: 01/29/2002
f /~( ~ Report Date: 02/07/2002
-iq-
' Te~ in accordance with ASTM Standards,
PROJECT DATA
CONTRACTOR: Infrnstructure Services, Inc.
Test Methods: ASTM D-2922 Gauge: Troxler 3430 Moisture
ASTM D-3017 Gauge Serial No: 32685 Current: 653
Te~t Mode: DT
Previous: 637
MOISTURE DENSITY RELATIONS
Maximum
MiD No. Description Mots~ure % Density pef
Standard Counts
Density
Current: 3121
Previous: 3031
Project Requirements
Molstur~ Density
1 Dark Brown, Gray and Tan Clay 25.5 94.5 . Optimum +5
2 Dark Brown Clay, trace calcareous nodules 18.0 105.0 Optimum +5
3 Dark Brown Clay, trace organics and gravel (Lime 22.5 96.5 Optimum +5
treated)
FIELD DENSITY TESTS
95 mia
95 mia
95 mia
T~ST PROBE
NO T~ST LOCATION DEPTH
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pet) (ge0 (% max)
Storm Drain
1 Creekview, Station 26+10, final 6" 1 29.4 117.6 90.9
Storm Drain
2 Creekview, Station 23+10, 3' below grade 6" 2 19.0 125.0 105.0
Storm Drain
3 Creelcview, Station 23+10, 2' below grade 6" 2 21.6 121.7 100.1
Storm Drain
4 Creekview, Station 23+10, 1' below grade 6" 2 21.4 122.6 101.0
Storm Drain
96
100
95
96
LIMITATIONS: The test results presented head-in wet~ prepared based upon the specific samples provided for testing. We assume no responsibility for variation in quality
(composition, appearance, po~formance, etc.) or any oth~ feature of similar subjcct matter provided by po~ons or conditions ove~ which we have no control. Our len~ and
reports are for the exclusive use of the clients to whom they nrc addressed and shall not be reproduced except in full without the mitten approval of Rone Engineer, Inc.
0'/DK Page 1 of 2
Report No.: 142793
Project No.: 015729
CHent: City of Coppell
ROneEngineers
TEST LOCATION
TEST PROBE
NO DEPTH
5 Creekview, Station 23+10, Rna! 6" 2
Paving Subgrade
6 Freeport, northbound lane, Station 37+20 6" 3
Paving Subgrade
7 Freeport, northbound lane, Station 35+60 6" 3
Paving Subgrade
8 Freeport, northbound lane, Station 33+60 6" 3 27.1
Test results on this report meet project specification.
M/D MOISTURE WET DENSITY DRY DENSITY DENSITY
No. (%) (pct) (pc0 (% maz)
20.7 125.9
24.7 120.8
27.3 120.2
118.5
Tecbnleinn: JoeJeraigall Started: ll:00a Finished: l:00pm R°"~7~~
Report Distribution:
(1) City of Coppoll (1) City of Coppell
(1} City of Coppoll (1) Schrlckel, Rollins & Assoc.. Inc.
(1) City of Coppdl Prq
(1) Infl-astructore Services, Inc.
104.3 / 99
96.9 100
94.4 ~ 98
93.2 97
Stark
Manager
LIIvilTATIONS: Thc test results pre~eated hcrc/n were prepared based upon thc specific samples provided for testing. We assume no responsthility for variation in quality
(composition, appearance, poYormancc, etc.) or any other f~atur~ of similar subject matter provided by pmsons or condit/om over which we have no control. Our letters and
reporLs are for thc exclusive usc oftha clieuts to whom they are addressed and shall not be reprcduced cxccpt in full without the wxitte~ appwval of Rone En~nccrs, Inc.
07DK Page 2 of 2