Gateway BP(1.2)-LR 960619 (3)IN-PLACE DENSITY I'-vgSTING
Date of Service:
Client No.:
Client:
Services:
06/19/1996
13195000
Catellus Development Corporation
Mr. Steve Williamson
4545 Fuller Drive
Irving TX 75038
In-place density testing.
co~rr~tAcrom Haws & Tingle
MOISTURE DENSITY RELATIONS:
M/D No. Description
1 Dark/Med Brown/Tan Clay
Report No.: 965043
Project No.: 43-145~
Project: Fritz Ch,
LBJ (~
PROJECT DATA
La~onaoryT~aMeth~: ASTI~
Field Test Method:
Maxtnmm
Moi~u~ % Demlty l~f
24.3 96.3
FIELD DENSITY TESTS
TF_,~ MID MOISTURE
NO TEST LOCATION No. (%)
07CC
84 1st liR, sta. 0+25 1 26.1
85 2nd lift, sm. 0+28 1 26.0
86 3rd lift, sra. 0+30 1 25.3
87 4th lift, sta. 0+33 1 25.8
88 1st lift, sm. 0+95 1 26.5
89 2nd lift, sra. 0+97 1 26.3
90 3rd lift, sm. 0+99 1 25.8
91 4th lift, sta. 1+02 1 25.5
92 1st lift, sra. 5+00 1 26.8
93 2nd liR, sta. 5+03 1 26.6
94 3rd lift, sm. 5+05 1 26.6
EIqG~, INC
4747 lrvlag Blvd., Suite #206
Dallas, Texas 7S247
-96
.teway-Warehouse
Sotton & Gateway
D-698
D-2922
D-3017
Project Requiremen~
Mol~ure Demlty
-2/+4% 95%
Test results on this report meet project specification.
This report is exclusively for the use of the client indicated above and shall not be reproduced except in lhll without
DRY DENSITY DF.~SITY
(~9 (% max)
94.0 97.6
94.1 97.7
94.O 97.6
94.2 97.8
93.6 97.2
93.9 97.5
94.3 97.9
94.7 98.3
93.7 97.3
94.0 97.6
94.0 97.6
written approval of HBC Engineering, Inc.
Report No.: 965043
Page 2
Test numbers 84 through 87, 36" RCP storm drain, line B.
Test numbers 88 through 91, 30" RCP storm drain, line B.
Test numbers 92 through 94, 8" water main, line D-W.
(2) City of Copi~ll
(1) Abbott Development
This report is exclusively for lhe use of the client indicated above and shall not be reproduced except in full without ~be
Technician: Jesse Landreth
Report Distribution:
(1) Catellus D~velopment Corporatio~
(1) Oromaizky Dupree & Associates
(1) Brockette-Davis-Drake, Inc.
(2) Haws a Tingle
07CC
~p ul~g, Inc.
/9. Smith, P.E.
S~ nior Project Engineer
written approval ofHBC Enginoering, Inc.