Riverside Church-LR 940425REPORT OF IN-PLACE DENSITY TESTS H~
ENGINF_ZR[I~, INC.
4747 l~'ing Boule,-ard, Suite 206
Dallas, Texas 75247
Client: Riverside Church of Christ Date: 04/25/94
Prelect No. 43-1069-94
Project: Riverside Church of Christ Report No. 940154
Client No. 74767500
Laboratory Test Method: ASTM D-698
Moisture
Optimum Density Requirement
M/D No. Material Description % (PCF) _ Moisture Density
940125 Medium brown clay, lime treated 28.1 88.5 -2/+3 95%
Field Test Method: ASTM D-2922 / D-3017
FIELD DENSITY TEST
M/D Moisture Dry Density Density
Test No. Test Location No. % __ _ (PCF) %
Test Of: General Fill
1 North side parking ares final lift, at west I 26.5 88.6 100.1
building line.
2 Final lift, north parking area at north 1 28.3 81.0 91.5'
east comer.
3 Final lift, east parking area at north 1 29.0 89.9 101.5
building line.
4 Retest of#2, this report I 28.8 84.2 95.1
Complies except where noted (*).
Technician: Dennis Taylor
Start: 12:30 pm Stop: 2:00 pm
HBC ENGINEERING, INC.
Report Distribution: ~
(1) Westdale Asset Management .
(2) Corgan Associates
(1) Urban Architecture
(1) City of Coppell
302KG Th.s repot, Is exclusively for the use of the erie", indicatec aucve snd s~.a!, not ce reproduced except :n fagl w;t~eb; -',he '~Te.',ep a=p-cval of HBC E'~G neer~'~_e. Inc.