CF-Coppell Rd SC-LR020307Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Texas Unified Constructors, Inc. DATE:
PROJECT: Field Service Offices & Maintenance Fac. JOB NO.:
Coppell, TX
SAMPLES: Taken by representative of Hooper Engineering Laboratories, Inc.
on 3/7/02.
7 March 2002
01.1054
LOCATION
PERCENT PASSING
NO. 4 SIEVE
%
Fire Lane South of Service Center
8) 20' south of south bldg. line 64.4
30' east of west bldg. line
9) 40' south of south bldg. line 63.2
100' east of west bldg. line
10)
Head-In Parking South of Service Center
15' south of south bldg. line 64.7
125' east of west bldg. line
SPECIFICATION
REQUIREMENTS
%
60+
NOTE: 100% of all tested material passed the 1-3/4" sieve.
TECHNICIAN:
DISTRIBUTION:
CDJ
(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 IN-PLACE DENSITY TESTS
CLIENT: Texas Unified Constructors, Inc.
DATE: 7 March 2002
PROJECT: Field Service Offices & Maintenance Fac.
Coppell, TX
JOB NO.: 01.1054
MATERIAL DESCRIPTION: 1 ) Lime Stabilized Subgrade - Grey Silty Clay with Lime
2) Lime Stabilized Subgrade - Dark Brown Clay with Lime
ASTM D 698 STANDARD PROCTOR: 1) 96.0 pcf @ 23.0% Moisture
2) 84.0 pcf @ 30.5% Moisture
LOCATION PROCTOR LIFT
MOISTURE DRY PERCENT REQUIRED
CONTENT DENSITY COMPACTION COMPACTION
% PCF % %
102)
Parking Area West of Covered Storage Bldg.
approx. 10' north of south bldg. line 1
approx. 60' west of west bldg. line
Fin. Sub. 24.1 91.6 95.4
103) approx. 25' south of north bldg. Kine
approx. 15' west of west bldg. line
1 Fin. Sub. 22.1 91.4 95.2
104) approx. 10' south of north bldg. line
approx. 50' west of west bldg. line
1 Fin. Sub. 26.0 92.0 95.8
105)
Drive North of Covered Storaqe Buildinq
approx. 15' north of north bldg. line 1
approx. 40' west of east bldg. line
Fin. Sub. 25.2 92.2 96.0
106)
East Parking Area & Fire Lane
approx. 20' south of north curbline
approx. 50' west of east curbline
1 Fin. Sub, 22.1 95.2 99.2
107)
Fire Lane North of Service Center
approx. 65' north of north bldg. line
approx. 30' west of east bldg. line
1 Fin. Sub. 26.0 93.8 97.7
108)
Head-In Parkin,q North of Service Center
approx. 20' north of north bldg. line 1
approx, 40' west of east bldg, line
Fin. Sub. 25.9 92.4 96.3
109)
East Parking Area & Fire Lane
approx. 175' north of south curbline
approx. 25' west of east curbline
1 Fin. Sub. 30.4* 88.8 92.5';
2870 Walnut Hill Lane
Dallas, Texas 75229
(214) 351-6419
Fax (214) 351-5148
95+
-1% to + 3%
Of Optimum
Hooper Engineering Laboratories, Inc.
2870 Walnut Hill Lane Dallas , Texas 75229 (214) 351-6419
Client: Texas Unified Constructors ~ Inc. Date: 6 Ymrch 2002
Field Service Offices & Y~intenance Job No: 02.1054
Project: Fac., Coppell, TX
Soil Description: Lime Stabilized Sut~grade
Dark Brown Clay with Lime
Maximum Density : 84.0 pcf
Optimum Moisture : 50.5%
Liquid Limit
Plasticity Index
Distribution:
0 lO0
0
0
0
9o
L
'~ 8O
0
ct 60
(3) City of Coppell
(1) Vidaud & Associates
(1) Doyle Engineering Group
(1) Texas Unified Constructors, Inc.
MOISTURE-DENSITY
RELATIONSHIP ASTM D$98
Illlllllllllllllllllllllllll IIIIIII
I I I I I I I~'l I I I I I I I '~kl I I I I I I I I
I ~l I I I I I I I I I I I I I I I I I I I I I~1 I I
¢ /I I I I I I I I i I I I I I I I ~1
IIIIIItlllllll!~l
20 30 40
Moisture Content - percent