CF-Coppell Rd SC-LR011114Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REINFORCING STEEL PLACEMENT INSPECTION
CLIENT: Texas Unified Constructors, Inc.
DATE: 14 November 2001
PROJECT: Field Service Offices & Maintenance Facility JOB NO. 01.1054
Coppell, TX
TIME: 3.0 hours
AREA INSPECTED: Grade beams at service center building: lines A to D and 1 to 3.5
DATE OF INSPECTION: 11/14/01 (9:00am-11:00am, 1:00pm-2:00pm)
DEFICIENCIES NOTED:
NUMBER
LOCATION/ITEM DESCRIPTION
CORRECTIONS
OBSERVED
First stirrup at each side of each pier not at 5".
Formwork/bulkheads incomplete.
Yes
Yes
TECHNICIAN:
MFM/RJW
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: Texas Unified Constructors, Inc.
DATE: 14 November 2001
PROJECT: Field Service Offices & Maintenance Fac.
Coppell, TX
JOB NO.: 01.1054
MATERIAL DESCRIPTION: 1 ) On-Site Fill - Dark Grey Clay
2) Borrow Fill - Dark Grey & Brown Clay with Gravel
ASTM D 698 STANDARD PROCTOR: 1) 95.0 pcf @ 22.0% Moisture
2) 99.0 pcf ~ 20.5% Moisture
86)
87)
LOCATION PROCTOR
Backfill at East/West Water Line
South of Buildings
SE corner of vehicle storage bldg. 2
20' south of NE corner of vehicle 1
storage bldg.
Backfill at Fire Hydrant Lateral Line
88) 20' south of wall at chemical bldg. 1 1'
89) 20' south of wall at chemical bldg. 1 2'
LIFT
BELOW
SUBGRADE
2'
2'
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
19.0 99.9 101.0
20.1 92.9 97,0
2O.O 91.5 96.3
22.3 90.5 95.3
95+
Optimum +/- 2%
NOTE: All tests passed project requirements for density and moisture.
TECHNICIAN:
DISTRIBUTION:
MFM
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148