Town Center BP-LR001018 Fir
MOISTURE DENSITY RELATIONS
ETIGINEBRMC,INC.
a division of Warman
8901 Carpenter Frwy.,Suite#100
Dallas,Texas 75247
Date of Service: 10/09/2000 Report No.: 0026302 Report Date
Client No.: 2696 Project No.: 94001422 10/18/2000
Client: Excel Group, Inc. Project: Town Center Business Park
Attn: Bryan Peck 205 West Parkway Blvd
2639 Walnut Hill Ln #218
Dallas TX 75229 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: DATE SAMPLED: 10/09/2000
TEST FOR: Select Fill SAMPLED BY: R. Montgomery
MLATERL&L: Light brown silty clayey sand SAMPLE LOCATION: Imported stockpile
TEST METHOD: ASTM D-698
REPORT OF TEST
MAXIMUM DRY DENSITY,pcf: 113.5 MOISTURE DENSITY RELATIONS
116 - Zero air ids curve
OPTIMUM MOISTURE CONTENT,%: 14.5 Specific Cravityf
REQUIREMENTS
114 I 0.00
LIQUID LIMIT: 25 Maximum 35 Dry
Density
PLASTIC LIMIT: 20 (pcf
112
PLASTICITY INDEX: 5 Range 5-15
110
Test results on this report meet project 108
specifications as noted above.
6 8 10 12 14 16 18
MOISTURE CONTENT(%)
Technician: Roy Montgomery • E • • • g, Inc.
Report Distribution:
(1)Excel Group,Inc.
(1)City of Coppell-Engr Dept Eric J. Cleveland, P.E.
(I)City of Coppell-Bldg Insp 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 DENSIT RELATIONS - }BC
a division of 1Ferracon
8901 Carpenter Frwy.,Suite#100
Dallas,Texas 75247
Report Date
Date of Service: 10/13/2000 Report No.: 0026841 Re p
Client No.: 2696 Project No.: 94001422 10/18/2000
Client: Excel Group, Inc. Project: Town Center Business Park
Attn: Bryan Peck 205 West Parkway Blvd
2639 Walnut Hill Ln #218
Dallas TX 75229 Coppell, Texas
Services: Material sampled by technician for moisture density relations.
PROJECT DATA
CONTRACTOR: DATE SAMPLED: 10/13/2000
TEST FOR: Common Fill SAMPLED BY: R. Montgomery
MATERIAL: Med &dk brown sandy clay SAMPLE LOCATION: Building Pad
TEST METHOD: ASTM D-698
REPORT OF TEST
MAXIMUM DRY DENSITY,pcf: 110.5 MOISTURE DENSITY RELATIONS
119 Zerolair v¢ids c.irve
OPTIMUM MOISTURE CONTENT,%: 15.5 Spec'tic Gravity
115
LIQUID LIMIT: 33 Dry 0.00
Density
PLASTIC LIMIT: 17 (pd) �
111
PLASTICITY INDEX: 16
107
103
11 13 15 17 19 21 23
MOISTURE CONTENT(%)
Technician: Roy Montgomery r •ee g, Inc.
Report Distribution:
(1)Excel Group,Inc.
(1)City of Coppell-Engr Dept Eric J. Cleveland, P.E.
(I)City of Coppell-Bldg Insp 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.
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