CF-Coppell Rd SC-LR020306Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REINFORCING STEEL PLACEMENT INSPECTION
CLIENT: Texas Unified Constructors, Inc. DATE: 6 March 2002
PROJECT: Field Service Offices & Maintenance Facility JOB NO. 01.1054
Coppell, TX
TIME: 2.5 hours
AREA INSPECTED:
DATE OF INSPECTION:
DEFICIENCIES NOTED:
Slab on cartons, service cener building, lines A to G and
0.1 to 7.8
3/6/02 (10:00am-11:30am, 2;00pm-3:00pm)
CORRECTIONS
NUMBER LOCATION/ITEM DESCRIPTION OBSERVED
1 Top bars at perimeter incomplete. Yes
2 Bottom bars at perimeter too high. Yes
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
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Texas Unified Constructors, Inc. DATE: 6 March 2002
PROJECT: Field Service Offices & Maintenance Fac. JOB NO.: 01.1054
Coppell, TX
Taken by representative of Hooper Engineering Laboratories, Inc.
on 3/6/02.
SAMPLES:
5)
6)
7)
LOCATION
Pavinq Subqrade
40' south of central utility
storage building
70' south of southeast corner
of service center
80' south of southwest corner
of service center
PERCENT PASSING
NO. 4 SIEVE
%
60.2
66,3
70.1
SPECIFICATION
REQUIREMENTS
%
60 +
NOTE: 100% of all tested material passed the 1-3/4" sieve.
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
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texaa 75229 (214) 351.6418
Client: Texas Unified Constructors, Inc. Date: 5 March 20.02
Project: Field Service Offices & Maintenance Job No: 01.1054
Fac., Co~]~ell, TX
~Boil Deecription: Lime Stabilized Suhgrade
Grey Silty Clay 'with Lime
Maximum Deneity : 96.0 pcf
Optimum Moiature : 23.0%
Liquid Limit : 31.3
Plasticity Index : 8.1
Distribution: (3) City of Coppell (1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors,
0 120
0
0
110
100
90
th 80
Thc.
MOISTURE-DENSITY RELATIONSHIPASTM D698
i111111111~1
15 25 35
Moisture Content - percent