PA9901-LR000209 IN -PLACE DENSITY T_ STING Br
ENGINEERING, INC.
a division of 1f rracon
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
Date of Service: 02/04/2000 Report No.: 0003638 Report Date
Client No.: 36503000 Project No.: 94001043 02/09/2000
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: In -place density testing.
PROJECT DATA
CONTRACTOR: Laboratory Test Method: Field Test Method:
Hisaw ASTM D -698 ASTM D2922
ASTM D3017
MOISTURE DENSITY RELATIONS:
Maximum Project Requirements
M/D No. Description Moisture '% Density pcf Moisture Density
1 Gray & dk brown clay w /gravel 20.0 104.5 Opt. or above 95%
2 Mix, lt. brown & tan sand w /med & dk brown & 13.0 116.0 Opt. or above 95%
tan clay
FIELD DENSITY TESTS
TEST PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pct) (% max)
30" RCP Storm Sewer
42 25' north of Junction Box on line A 4' BG 1 24.0 101.2 97
43 25' north of Junction Box on line A 2' BG 1 23.7 101.5 97
44 25' north of Junction Box on line A FG 1 24.8 99.9 96
Sanitary Sewer
45 50' north of manhole on lateral off line A 4' BG 2 16.5 111.2 96
46 50' north of manhole on lateral off line A 2' BG 2 17.2 111.7 96
47 50' north of manhole on lateral off line A FG 2
15.9 110.7 95
30" RCP Storm Sewer
48 30' north of surface drain inlet on line A 4' BG 1 25.4 100.6 96
49 30' north of surface drain inlet on line A 2' BG 1 23.9 102.6 98
50 30' north of surface drain inlet on line A FG 1 24.3 101.4 97
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 I-IBC Engineering, Inc.
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Report No.: 0003638
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TEST
PROBE LIFT/ M/D MOISTURE DRY DENSITY DENSITY
NO TEST LOCATION DEPTH ELEV No. ( %) (pct) (% max)
18" RCP Storm Sewer
51 125' south of surface drain inlet on line A 2' BG 1 24.9 100.4 96
52 125' south of surface drain inlet on line A FG 1 24.2 100.0 96
Test results on this report meet project specification.
BG = below grade
FG = final grade
First Trip: 3 hours
Field Results Reported To: Utility Superintendent
Technician: Jessie Tipton Started: Finished: 11 gineering, 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.
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