Riverside Church-LR 940423 ENGLNEERING, INC.
4':47 Irvin~ I~oulevard, Suite 206
Dallas, Texas 75247
Client: Riverside Church of Christ Oate: 04/23/94
Project No. 43-1069-94
Project: Riverside Church of Christ Report No. 940145
Coppell, Texas Client No.
Laboratory Test Method: ASTM D-698
Moisture
Optimum Density Requirement
M/D No. Material Description % (PCF) Moist'ure Density
940125 Medium brown clav. lime treated 29.7 90.0 +/-2 95%
Field Test Method: ASTM D-2922/D-3017
FIELD DENSITY TEST
M/D Moisture Dry Density Density
Test No. .._.T_est Location No. % ....... (PCF) ....... .%. ....
Test Of: General Fill
1 Final, south parking area. Retest oral on 1 31.3 88. l 97.9
Report No. 940142
2 Final. south parking area. Retest of#2 on I 28.2 87.8 97.5
Report No. 940142
3 Final. west parking area, on south end at south I 29.1 88.0 97.8
building line
4 Final, west parking area, at centerline of building 1 30.1 88.5 98.4
5 Final, north parking area at 25' east of west curb line 1 27.6 90.1 100.0
6 Final, north parking area at 30' north of the west gras 1 27.6 91.5 101.7
area.
Complies except where noted (*).
Technician: Dennis Tay'lor
Start: 12:30 pm Stop: 1:30 pm
HBC ENGINEERING, INC.
Report Distribution: ~
302KG Tr:s re;ed is exc'.usive'y ~.z.r t~e .se of the client ~ndicated abcve a-d st'a!! r.st [:e reprcduced except :n fL'l w'thO.-'. Ine writ-'.erl apr..royal of HB~ Eqg, -eering. Inc
REPORT OF SOIL-LIME PULVERIZATION TESTS
ENGINEERING, INC.
47a7 ].'~'ing Boul~,'ard. Suile 206
Dallas. Texa~ 75247
Client: Riverside Church of Christ Date: 04/23/94
Project No. 43-1069-94
Project: Riverside Church of Christ Report No. 940144
Coppell, Texas Client No.
Test Location: Lime stabilized subgrade for parking and drive.
Specification Requirements:
Minimum Passing 100 Sieve: 1 1/2"
Minimum Passing 60 Sieve:
Sample Condition: After final mixing.
Total Sieve Size: 1 1/2" Sieve Size: t/-4
Test Sample Weight Percent Percent Weight Percent Percent
No. Test Location Weight Retained Retained Passing Retained Retained Passing
1 North parking area, at center line of
building at center of lot 10 lbs. 0 0 100 3.8 lbs. 38 62
2 Northeast corner of north parking
area 10 lbs. 0 0 100 4 lbs. 40 60
3 East side parking area at north end
building line, center line of lot 10 lbs. 0 0 100 3.7 lbs. 37 63
Complies except where noted (*).
Technician: Dennis Taylor
start: 1:30 pm Stop: 3:00 pm
HBC ENGINEERING, INC.
Report Distribution:
302KG Tl':s re:-or~ ~s exclusive'y fxr t'~e use of:ge cl~enl ino.ca:ed above and shall not ce reproducec except ir f;~l' wilr,,c~u: the wTi:ten approval cf HE, C En~reenns. Inc.