Valley R Baptist-LR 940225Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Valley Ranch Baptist Church
DATE: 25 February 1994
PROJECT: Valley Ranch Baptist Church, Coppell, TX
JOB NO.: 94.1021
MATERIAL DESCRIPTION: 1) On'Site Fill - Tan & Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 101.0 pcf @ 21.0% Moisture
1)
2)
3)
LOCATION PROCTOR LIFT
North Parkin¢l Area
40' south of north curbline
20' west of east curbline
20' south of north curbline
20' east of west curbline
75' south of north curbline
30' east of west curbline
I Exist. Sub.
I Exist. Sub.
I Exist. Sub.
MOISTURE DRY PERCENT
CONTENT DENSITY COMPACTION
% PCF %
22.7 100.2 99.2
22.8 98.2 97.2
22.9 97.3 96.3
REQUIRED
COMPACTION
%
95+
+1% to +3%
Of Optimum
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Valley Ranch Baptist Church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) Dal-Mac Construction, Scotty Eoff
2870 Walnut Hill Lane Dallaa, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper
2e70 Welnut Hill
£
Client:
Project:
8oil
Engineering
Laboratories, Inc.
Lene Dellel , Texe. 75229 (214) 351-6419
Valley Ranch
Valley Ranch
Coppell~ TX
Demo ription:
Baptist Church Date: 25 February 1994
Baptist Church Phase I Job No: 94.1021
Borrow Fi 11
Brown Chalky Clay with Limestone Chips
97.0 pcf Liquid Limit : 38.4
20.0% Plemticity Index : 19.8
Mmximum Denmity :
Optimum Moimture:
Dimtribution:
0 12o
0
11o
:3 100
0
!
mm
~) 90
13 80
(1} Valley Ranch Baptist Church, Bob Arnold
{1} Urban Architecture, Betsy del Monte
{1} Brockette-Davis-Drake, Inc.
{2} Dal-Mac Construction, Scotty Eoff
MOISTURE- DENSITY
R'ELATi ONSHIP AST. M..Deg8
10 20 30'
Moisture Content - percent