Community CU-LR021119Hooper Engineering Laboratories, Inc.
2870 Walnut H111 Lane Dallas Texes 76229 (214) 351 •6419
Client : Community Credit Union Date : 19 November 2002
Proiact e Community Credit Union-Coppell Branch_ Job No : 02,1058
11, 1X
Soi l D e se r i pt i o n• Lime StaTilzed Subgrade
Tan Clay with Lime
Maximum Density 90.0 pcf Liquid Limit 40.8
Optimum Moisture : 25.5% Plasticity Index 12.1
Distribution • (1) Community Credit Union
(1) PGAL, Inc.
(1) Nelson Consulting, Inc.
(1) Mycon General Contractors
(2) City of Coppell
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MOISTURE-DENSITY RELATIONSHIPASTM D698
110
100
90
80
70
15 25 35
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
2670 Walnut HI11 Lans Dallas Taxes 75229 (214) 361 •8419
Client : Community Credit Union Date : 19 November 200.2
Project • Community Credit Union - Coppell Branch. Job No • Q2.1058
Coppell, TX
Soi I D s ac r i p t i o n• Lime Stabilized Subgrade
• Brown Clay with Lime
Maximum Dsnaity 93.Q pcf Liquid Limit 41.8
Optimum Moisture : 23.50 Plasticity Index 14.1
Distribution : (1) Community Credit Union _
(1) PGAL, Inc.
(1) Nelson Consulting, Inc.
(1) Mycon General Contractors
(2) City of Coppell
...
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MOISTURE- DENSITY RELATIONSHIP ASTM D698
110
100
90
so
70
15 25 35
Moisture Content - percent
Hooper Engineering Laboratories, Inc.
Construction Materials Testing
REPORT OF SOIL GRADATIONS
CLIENT: Community Credit Union DATE: 19 November 2002
PROJECT: Community Credit Union-Coppell Branch
JOB NO.: 02.1058
SAMPLES: Taken by a representative of Hooper Engineering Laboratories, Inc.
on 11/19/02.
LOCATION
PERCENT PASSING
NO. 4 SIEVE
SPECIFICATION
REQUIREMENTS
o~
East Drive/Parking Area
1- approx. 100' north of south curbline 57.6*
approx. 20' east of west curbline
North Parking Area/Drive
2- approx. 15' north of south curbline 69.1
approx. 75' west of east curbline
3) approx. 20' south of north curbline 57.0*
approx. 50' east of west curbline
West Parking Area/Drive
4) approx. 125' north of south curbline 70.3
approx. 20' west of east curbline
60 +
5) approx. 50' north of south curbline 61.3
approx. 20' east of west curbline
South Parking Area/Drive
6) approx. 10' south of north curbline 64.6
approx. 75' west of east curbline
*Does not comply with job specifications for gradation. These areas to be retested.
TECHNICIAN: CDJ
DISTRIBUTION: (1) Community Credit Union, Jodi Pyle
(1) PGAL, Inc.
(1) Nelson Consulting, Inc.
(1) Mycon General Contractors
(2) City of Coppell
,~. ,~--
2870 Walnut Hill Lane Dallas, Texas 75229 (214) 351-6419 Fax (214) 351-5148