Valley R Baptist-LR 940408Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Valley Ranch Baptist Church
DATE: 8 April 1994
PROJECT: Valley Ranch Baptist Church Phase I
JOB NO.: 94.1021
SAMPLES: Taken by a representative of Hooper Engineering Laboratories, Inc.
on 4/8/94.
13)
LOCATION
South Parking Area
60' north of south curbline
20' west of east curbline
PERCENT PASSING
NO. 4 SIEVE
%
76.2*
SPECIFICATION
REQUIREMENTS
%
60+
*Sampled by Contractor.
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
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF IN-PLACE DENSITY TESTS
CLIENT: Valley Ranch Baptist Church
DATE: 8 April 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppetl, TX
JOB NO.: 94.1021
MATERIAL DESCRIPTION: 1) Lime Stabilized Subgrade - Dark Brown Clay with Lime
2) Lime Stabilized Subgrade - Brown Clay with Gravel & Lime
ASTM D 698 STANDARD PROCTOR: 1) 95.0 pcf ~ 22.0% Moisture
2) 100.0 pcf ~ 21.0% Moisture
35)
36)
37)
LOCATION PROCTOR LIFT
South Parkin,q Area
60' north of south curbline
20' west of east curbline
50' north of south curbline
60' west of east curbline
50' south of north curbline
75' west of east curbline
1 Fin. Sub.
2 Fin. Sub.
2 Fin. Sub.
MOISTURE DRY PERCENT
CONTENT DENSITY COMPACTION
% PCF %
24.1 91.2 96.0
23.0 97.3 97.3
23.1 95.9 95.9
REQUIRED
COMPACTION
%
95+
Min. +2% Over
Optimum
TECHNICIAN:
DISTRIBUTION:
CDJ
(1) Valley Ranch Baptist Church, Bob Arnold
(1) Urban Architecture, Betsy del Monte
(1) Brockette-Davis-Drake, Inc.
(2) Del-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148