Riverside Church-LR 940404REPORT OF IN-PLACE DENSITY TESTS ~
ENGL.N~, INC.
4747 la'ing Boulevard. State 206
Dallas, l'exa~ 75247
Client: Riverside Church of Christ Date: 04/04/94
Project No. 43-1069-94
Project: Riverside Church of Christ Report No. 940042
Coppell, Texas Client No.
Laboratory Test Method: ASTM D-698
Moisture
Optimum Density Requ_!_rement
M/D No. Material Description % ._ (PCF) .... _Moisture .... Density
940030 Medium tan clay 23.,~ ~ 96.4 at or above 95
940029 Dark gray clay 21.0 100.3 at or above 95
Field Test Method: ASTM D-2922 / D-3017
FIELD DENSITY TEST
M/D Moisture Dry Density Density
Test No. Test Location No. % ...... (PC_F) ....... %
Test Of: General Fill
Location: Subgrade East Side Drive
1 South end of building line 2 21.5 102.8 102.5
2 Centerline of building pad 2 17.1 100.0 99.7
3 North end approach 1 25.8 93.6 97.0
Location: Subgrade North Side Parking
4 EastJnorth area I 27.2 91.8 95.2
5 200' west of street, 30' north of bldg. line 2 18.3 i 00.6 100.2
6 400' west of street. 70' north of bldg. line 2 19.7 ! 01.3 100.9
Location: Subgrade West Side Drive
7 North end center 1 25.0 95.8 99.3
8 40' south of north bldg. line, 30' west of' inside curb 1 25.6 92.8 96.2
9 Centerline of bldg. pad, 20' east of west curb line 2 26.3 99. I 98.8
10 At south building line, 20' east of west curb line I 24.1 94.1 97.6
Technician: Dennis '[avlor
Start: 12:00 pm Stop: 1:30 pm HBC ENGINEERING, I~IC-I
Report Distribution:
.E~gene Flarbour
302KG This repoq :s exclusively for the use of the c~ient indicated above and $-al: nc'. be reproducec except ~n fu.: '~,lhO.: the wr;t[er' a~.~rova: of HBC Engineering. IP.c.