Windsor Estates-LR010820�� y a dtvl.<rnn of llleRaCOrt
FIELD DENSITY TESTING i-A— 1
VCINEERM, INC.
Report Number: 94001501.0019 8901 Carpenter Frwy., Suite #100
August 3, 2001 Dallas, Texas 75247
Service Date: Au
g (214) 630 -1010
Client: Excel Group, Inc. Report Date: August 20, 2001
Attn: Bryan Peck Project: Windsor Estates
2639 Walnut Hill Ln #218 Coppell, Texas
Dallas TX 75229
Project Number: 94001501
Material Information
Material Laboratory
No. Test Method
1. ASTM D -698
Field Test Data
Test
No.
Description and Classification
Crushed concrete flexbase
Test Location
7 Sta. 5 +00, W bound DeForest
8 Sta. 4 +00, center line of DeForest
9 Sta. 3 +00, E bound DeForest
10 Sta. 2 +00, W bound DeForest
11 Sta. 1 +00, center line of DeForest
Datum: BS = backscatter
Lab Test Data
Optimum
Max. Lab
Water
Dry Unit
Content
Weight
( %)
(pcf)
15.5 113.0
Proiect Reauirements
Water
Content
Minimum Dry
Range
Unit Weight
( %)
(% compaction)
Depth
95
Comments: �J
Test results on this report meet project specification.
NOTE: The roadway was installed several weeks prior to these density tests. Moisture was low due
to the surface drying.
Services - Perform in -place density and moisture content tests to determine degree of compaction and material moisture
`�
condition. 0 061
v
Field Test Method ASTM D2922, ASTM D3017
Gauge ID:
Technician: Phil Green
Report Distribution: H i /erd,
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
(1) City of Coppell - Bldg Insp J. veland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 07SD5lR 7,- KW
Probe
Water
Dry Unit
Dry Unit
Lift/
Mat.
Depth
Content
Weight
Weight
Elevation
No.
(inches)
( %)
(pcf)
% compactil
at Grade
1
BS
8.8
107.7
95
at Grade
1
BS
7.8
118.3
105
at Grade
1
BS
7.2
109.5
97
at Grade
1
BS
8.3
109.0
96
at Grade
1
BS
7.8
107.8
95
Comments: �J
Test results on this report meet project specification.
NOTE: The roadway was installed several weeks prior to these density tests. Moisture was low due
to the surface drying.
Services - Perform in -place density and moisture content tests to determine degree of compaction and material moisture
`�
condition. 0 061
v
Field Test Method ASTM D2922, ASTM D3017
Gauge ID:
Technician: Phil Green
Report Distribution: H i /erd,
(1) Excel Group, Inc.
(1) City of Coppell - Engr Dept Reviewed by:
(1) City of Coppell - Bldg Insp J. veland, P.E.
Senior Project Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. 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 Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 07SD5lR 7,- KW