PA9901-LR000126 MOISTURE DENSITY "ELATIONS
ENGINEERING, INC.
a division of lferracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/19/2000 Report No.: 0002367 Report Date
Client No.: 36503000 Project No.: 94001043 01/26/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Callaway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hisaw DATE SAMPLED: 01/19/2000
TEST FOR: Utility Backflll SAMPLED BY: R. Montgomery
MATERIAL: Gray & dark brown clay, with sand SAMPLE LOCATION: Utility excavation
& gravel
TEST METHOD: ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 104.5 MOISTURE DENSITY RELATIONS
114 Lerol air v n ids curve
OPTIMUM MOISTURE CONTENT, %: 20.0 Specific , avity
110 0.00
LIQUID LIMIT: 50 Dry
Density
PLASTIC LIMIT: 20 (pct)
106
PLASTICITY INDEX: 30
102
98
14 16 18 20 22 24 26
MOISTURE CONTENT ( %)
Technician: Roy Montgomery
4 0 . '• r'•g,Inc.
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. ric J. Cleveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
06SS Page 1 of 1
MOISTURE DENSITY ' ELATIONS
ENS, C
a division of l
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/19/2000 Report No.: 0002365 Report Date
Client No.: 36503000 Project No.: 94001043 01/26/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Callaway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hisaw DATE SAMPLED: 01/19/2000
TEST FOR: Utility Backflll SAMPLED BY: R. Montgomery
MATERIAL: Med brown sandy clay SAMPLE LOCATION: Utility excavation
TEST METHOD: ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 112.0 MOISTURE DENSITY RELATIONS
115 1 Zero air v, ids corve
OPTIMUM MOISTURE CONTENT, v.: 15.0 Specific avit)
113 0.00
LIQUID LIMIT: 34 Dry
Density
PLASTIC LIMIT: 16 (pct)
111
PLASTICITY INDEX: 18
109
107
9 11 13 15 17 19 21
MOISTURE CONTENT ( %)
- ,3''
Technician: Roy Montgomery g, Inc.
Report Distribution:
(1) Hisaw & Associates
(1) City of Coppell - Engineering Dept. Eric J. Cleveland P.E.
Senior Project Engineer /
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
06SS Page 1 of 1
MOISTURE DENSITY ELATIONS
ENGINEERING, INC.
a division of lfenacon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/19/2000 Report No.: 0002366 Report Date
Client No.: 36503000 Project No.: 94001043 01/26/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan 154 S. State Road
3116 Callaway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: Hisaw DATE SAMPLED: 01/19/2000
TEST FOR: Utility Backfill SAMPLED BY: R. Montgomery
MATERIAL: It brown & tan clayey sand SAMPLE LOCATION: Utility excavation
TEST METHOD: ASTM D -558
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 116.0 MOISTURE DENSITY RELATIONS
119 - Gero air voids curve
OPTIMUM MOISTURE CONTENT, %: 13.0 I Specific Gravity
117 H
LIQUID LIMIT: 28 Dry 0.00
Density
PLASTIC LIMIT: 16 (pcf)
115
PLASTICITY INDEX: 12
113
111
� I
8 10 12 14 16 18 20
MOISTURE CONTENT ( %)
i � °►/, �, .. :
Technician: Roy Montgomery • Inc.
Repport Distribution: i�
(1) Hisaw & Associates f
(I) City of Coppell - Engineering Dept. Eric J. - eveland, P.E.
Senior Project Engineer
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
06SS Page 1 of 1
MOISTURE DENSITY ELATIONS
ENGINEERING, INC.
a division oj lrerracon
Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 01/19/2000 eport No.: 0002364 eport Date
Client No.: 36503000 Projec 94001043 1/26/2000
Client: Hisaw & Associates Project: Wagon Wheel Park
Attn: Bill Morgan ( 154 S. State Road
3116 Callaway Dr, Suite 116
Carrollton TX 75006 Coppell, Texas
Services: Material sampled by technician for moisture densi relations.
PROJECT DATA
CONTRACTOR: Hisaw DATE SAMPLED: 01/19/2000
TEST FOR: Utility Backflll SAMPLED BY: R. Montgomery
MATERIAL: Brown & dark brown silty sand SAMPLE LOCATION: Utility excavation
TEST METHOD: ASTM D -698
REPORT OF TEST
MAXIMUM DRY DENSITY, pcf: 1 17.0 MOISTURE DENSITY RELATIONS
119 Zero air v ids c.irve
OPTIMUM MOISTURE CONTENT, %; 10.0 Specific avit)
117 0.00
LIQUID LIMIT: Dry
Density -
PLASTIC LIMIT: (pct)
115
PLASTICITY INDEX: Non- plastic
113
111 IJ
Fi
r
7 9 11 13 15 17 19
MOISTURE CONTENT ( %)
Technician: Roy Montgomery :f • mg, Inc.
Report Distribution:
(1) Hisaw & Associates ,
(1) City of Coppell - Engineering Dept. Eric J. Cleveland, P.E.
Senior Project Engineer /1
This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written approval of HBC Engineering, Inc.
06SS Page 1 of 1