Valley R Baptist-LR 940330Hooper Engineering Laboratories,
Construction Materials Testing
Inc.
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 30 March 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER:
LOCATION OF POUR SET 1: Sanitary sewer manhole at northeast side of jobsite
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.'
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM C1064i 1.0 in.
Air Content (ASTM C231) Water
Unit Weight (ASTM C138) Admix #1
Admix #2
AEA
COMPRESSIVE STRENGTH TESTS (ASTM C39)
(Standard 6 inch x 12 inch cylinder)
Cylinder Slump Age Test Total Load Compressive Required
Number Inches Days Date Pounds Strength 28-Day
(ASTM C143) psi Strength
25 7 04/06/94 127,200 4500
26 28 04/27/94 140,600 **
27 28 04/27/94 182,800 6470
28-Day Average 6470
4200
*Irregular fracture. Not included in 28-day average.
NOTE: Cylinders and all information furnished by Contractor.
TECHNICIAN:
DISTRIBUTION:
Contractor
(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,
Construction Materials Testing
Inc.
REPORT OF CONCRETE TESTS JOB NO.: 94.1021
CLIENT: Valley Ranch Baptist Church DATE: 30 March 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell SUPPLIER:
LOCATION OF POUR SET 1: Sanitary sewer manhole at northeast side of jobsite
LOCATION OF POUR SET 2:
SAMPLE DATA: SET 1 SET 2 MIX NO.
Truck No. Cement
Ticket No. Flyash
Time Batched Sand
Time Sampled in.
Concrete Temp. (ASTM C1064) 1.0 in.
Air Content {ASTM C2311 Water
Unit Weight (ASTM C138} Admix //1
Admix //2
AEA
COMPRESSIVE STRENGTH TESTS IASTr~ C39~
Cylinder Slump Age Test
Number Inches Days Date
(ASTM C143~
{Standard 6 inch x 1 2 inch cylinder)
Total Load Compressive Required
Pounds Strength 28-Day
psi Strength
25 7 04/06/94
26 28 04/27/94
27 28 04/27/94
127,200 4500
28-Day Average 4200
NOTE: Cylinders and all information furnished by Contractor.
TECHNICIAN:
DISTRIBUTION:
Contractor
(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: 30 March 1994
PROJECT: Valley Ranch Baptist Church Phase I, Coppell, TX
JOB NO.: 94.1021
MATERIAL DESCRIPTION: 1 ) On-Site Fill ~ Tan & Grey Clay
2) On-Site Fill - Grey Clay
ASTM D 698 STANDARD PROCTOR: 1) 101.0 pcf @ 20.0% Moisture
2) 99.0 pcf @ 22.0% Moisture
26)
27)
28)
LOCATION PROCTOR
Backfill Over StQrm Sewer Line
75' east of Station 3+21 (Line A-l)
RETAKE
LIFT
BELOW
SUBGRADE
Fin. Sub.
B~ckfill Over 6" Sanitary Sewer Line
approx. 50' south of manhole
MOISTURE DRY PERCENT
CONTENT DENSITY COMPACTION
% PCF %
approx. 125' south of manhole
22.3 100.7 99.7
2 3' 24.1 98.3 99.3
2 3' 25.0 94,8 95.8
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) DaI-Mac Construction, Scotty Eoff
(1) City of Coppell, Garreth Campbell
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148