St Joseph-LR020605FIELD DENSITY TESTING
Report Number: 94021187.0009
Service Date: May 24, 2002
Client: St. Joseph Village, Inc.
Attn: Joseph Dingman
13223 Glad Acres Drive
Dallas TX 75234
Report Date: June 05, 2002
Project: St. Joseph Village
1201 East Sandy Lake Rd
Coppell, Texas
Project Number: 94021187
89Ol Carpenter Fn,vy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pcf) (%) (% compaction)
1. ASTM D-698
2. ASTM D-698
3. ASTM D-698
Field Test Data
Test
No.
Test Location
Med brown & reddish tan silty sandy clay
Med brown silty clay w/gravel
Med brown silty clay w/gravel
Probe
Lift/ Mat. Depth
Elevation No. (inches)
Starleaf Street
112 Sta. 15+00, S bound lane Subgrade 1 6
113 Sta. 16+00, on center line Subgrade 2 6
114 Sta. 16+10, on center line 1st 1 6
115 Sta. 17+50, N bound lane 1 st 2 6
116 Sta. 18+00, S bound lane 1st 2 6
117 Sta. 17+00, N bound lane Subgrede 2 6
Bldg. ¢f.4 Moisture Conditioned Bldg. Pad
118 20' N & 15' W of SE cor. 1st 3 6
119 20' N & 60' W of SE cor. 1 st 3 6
120 15' N & 40' E of SW cor. 1 st 3 6
121 5'S & 10' E of NW cor. 1st 3 6
13.2
17.6
17.6
117.1 -1/+3 95
107.9 -1/+3 95
107.9 =/> +2 93
Water Dry Unit Dry Unit
Content Weight Weight
(%) (pcf) (% compaction)
12.7 111.8 95
18.7 110.6 103
13.4 117.8 101
17.3 103.2 96
17.0 108.7 101
18.3 104.2 97
19.6 106.1 98
22.2 100.4 93
21.3 104.8 97
19.6 107.3 99
Comments:
Test results on this report meet project specification.
Services. Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition ..............
---<% OF
Field Test Method:ASTM D2922, ASTM D3017 .? ~,.,:.... ~ .....~
Gauge ID: -~',.~'" ~ '";*
~ LYNDON J. COX
~, ..~:66401
,,, e N
,, cj"c;' .......... f¢~'o --
Technician: Phil Green ,:~,~ 0~,~,~.
Report Distribution: ~ HBC Engineer, i~
(1) st. Joseph Village, Inc. (1) City of Coppell - BIdg Insp Reviewed b' ~ /
(1) Aguirre Corporation (1) City of Coppell - Constr Insp y: u' ~IA~""I/,,.~ '
(1) Centex Csdonstruction Company / Lyndon~ Cox, P.E.
(1) City of Coppell - Engr Pdnc/pa~ Engineer
The tests were performed in general acc. ordance with applicable ASTM, AASHTO. or DOT test methods. This report is exclusiv~ for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94021187.0017 ~
Service Date:.~ May 31, 2r00~,"'~--' (.' ~
Client: ~-t. Joseph Village, Inc. "~ Report Date: June 05, 2002
A't~L~.oseph Dingm_g.~ Project: St. Joseph Village
13223 Glad Acres Drive 1201 East Sandy Lake Rd
Dallas TX 75234 Coppell, Texas
Project Number: 94021187
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Contractor: Centex Construction Co.
Source of Material: On-site
Proposed Use: Common Fill
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf: 117.0
Optimum Water Content, %: 12.9
ASTM D 698
Method A
Moist Method
Mechanical
Sample Information
Sampled By: Green, Phil
Sample Location: Building #9, 2' below grade
Sample Description: Tan & gray sandy shaley clay w/gravel
Liquid Limit:
Plastic Limit:
Plasticity Index:
% Passing #200:
% Passing #40:
USCS:
Moisture Density Relations
Result Specifications
35
19
16
Zero Air Voids Curve for assumed specific gravity 2.65
/ -,,
/ x 'x
·
Services- Moisture-Density Relations ~x~..,D.[..~(~,
~ %\.. ....... ~, ::.,',,, ~,,
~ LYNDON J, G0X ~
Technician: Phil Green ~'~"//c~. s¢~."~
The tes~ were pedo~ed in general a~ordance ~ appli~ble ASTM, ~SHTO, or DOT test me~s. This repod is exclusively fore use of the client
indi~t~ a~ve and shall not be repr~u~d except in full ~thout ~e ~iRen approval of Terracon. Test resul~ tmnsmiRed herein are only appli~ble
to the actual samples tested at the Io~fion(s) referen~d and am not ne~ssarily indi~tive of ~e pm~dies of o~er apparently similar or idenfi~l
materials.
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