Riverside Church-LR 940418REPORT OF IN-PLACE DENSITY TESTS
ENGLNEERR~, INC.
-:74't l:',ing Boui¢',ard. Suite 2(>6
Dallas. Texas 75247
Client: Riverside Church of Christ Date: 04/18/94
Project No. 43-1069-94
Project: Riverside Church of Christ Report No. 940047
Coppell, Texas Client No.
Laboratory Test Method: ASTM D-698
Moisture
Optimum Density Requirement
MID No. Material Description % (PCF) ---~-0i~t'~Ji:e--' Density
940031 Medium to dark brown clay with limestone 20.7 101.2 at or above 95%
940032 Medium to dark brown clay with limestone and gravel 16.0 110.2 at or above 95%
940030 Medium tan clay 23.2 96.4 at or above 95%
940029 Dark gray clay 21 100.3 at or above 95%
Field Test Method: ASTM D-2922 / D-3017
FIELD DENSITY TEST
MID Moisture Dry Density Density
Test No. Test Location No. % (PCF) %
Test Of: General Fill
16 2nd lift. east side drive, at centerline of bldg. I 18.2 100.6 99.4
i 7 3rd lift, east side drive, at centerline of bldg. 2 17.6 ! 07.7 97.8
18 4th lift, east side drive, at centerline of bldg. 2 14.4 107.8 97.9
19 2nd lift, west side drive at south end of bldg. 3 22.0 93.4 96.8
20 2nd lift. west side drive at centerline of bldg. 3 23.2 92.7 96.1
21 2nd lift, west side drive at north end ofbldg. 4 23.1 97.6 97.3
Technician: Dennis Tay.'lor
Start: 12:30 pm Stop: 2:00 pm HBC ENGINEERING, INC.
Report Distribution: ,/
ENGkNEE~, LNC.
4747 [tx-rog Boulevard Suite 206
Dallas, Texa~ 75247
Client: Riverside Church of Christ Date: 04/18/94
Project No. 43-1069-94
Project: Riverside Church of Christ Report No. 940044
Coppell, Texas Client No.
Laboratory Test Method: ASTM D-698
Moisture
Optimum Density Req_u.!_r_.e. ment
M/D No. Material Descd__P_ti_o_n- ............... _% ..... (PCF) "'Moisture Densi_ty --
940029 Dark gray clay 21.0 100.3 at or above 95%
940030 Medium tan clay 23.2 96.4 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. % ..... (PCF) %
Test Of: General Fill
1 I 1st lift, east side drive, south end 2 35.4 92.3 95.8
12 I st lift, east side drive, center area 2 32.9 91.9 95.4
13 Subgrade, building pad, southeast quadrant 2 29.5 91.6 95.0
14 Subgrade, building pad, center at west side I 26.5 101.2 100.9
15 Subgrade, building pad, northeast quadrant I 25.1 99.3 99.0
Technician: Dennis Taylor
Start: 1:30 pm Stop: 3:00 pm HBC ENGINEERING, INC.
Report Distribution: ~r~~
302KG T.'.;s repo~ ~s excl:~s:ve:y fc~ I've use of the cherd .n~icated above aqd sba:: not I::e 'eprocace3 excec: ~- % w':hcb! the wqtten apc-oval cf HBC EngineerinG. Inc