Princeton P1-LR 980302Summary of Field Density Test Results
1Er --i
12801 Stemmons Freeway, #907
Dallas, Texas 76234
(972)-.243..8838
Client Name: RANIER CONSTRUCTION
Address: 2110 HIDDEN WEEDS COURT
ARLINGTON, TEXAS 76006
Project Name: PRINCETON PARK
Location COPP;LL, TEXAS
Datum: SUBGRADE/GRADE
Project Number:.
17981017 Date of Report: 312/98
Laborato~J Compaction Characteristics:
Test Method: ASTM D-698
Field Technician:
Gauge ID:
Reviewed by:
METHOD A
C. QUINLIVAN & J. HOOPER
Mode: 6"11 MIN
ERIC CLEVELAND
2/9/98
2/9/98
Location
WEST END OF BUILDING
CENTER OF BUILDING
-~AST END OF BUILDING
2/10/98 EAST END OF BUILDING
Lift or
Elev.
NAT 125.6
NAT 127.4
NAT 128.1
1 ST LIFT 122.8
Wet
Unit Wt.,
WEST END OF BUILDING 1 ST LIFT 124.5
2110/98 CENTER OF BUILDING 1 ST LIFT 127.0
2/11/98 RETEST 4 1 ST LIFT 127.2
2111198 RETEST 5
WEST HALF OF BUILDING CENTER
EAST HALF OF BU, DING CENTER
2/12~98 EAST HALF OF BUILDING CENTER
Dry
Unit Wt.,
2/12~98 VVEST HALF OF BUILDING CENTER
105.0
106.0
106.6
105.8
104.2
1 O7.4
109.6
I ST LIFT 124.7 108.9
2 ND LIFT 124.6 109.2
2 ND LIFT 127.6 107.2
3 RD LIFT 122.3 108.2
3 RD LIFT 127.8 112.4
Lab Max.
Dry Unit Wt.
% Req'd.%
Lab Max Lab Max Water
Content
107.0 98
107.0 99
107.0 100
113.0 94
113.0 92
113.0 95
113.0 97
113.0 96
113.0 97
95.0 19.6
95.0 20.1
95.0 20.2
95.0 16.1
95.0 19.5
95.0 18.1
95.0 16.0
95.0 14.4
95.0 14.1
113.0 95 95.0 19.2
113.0 96 95.0 13.0
113.0 99 95.0 13.7
Req'd.%
Water
Content
18+
18+
18+
13+
13+
13+
13+
13+
13+
13+
13+
13+
Page 1
Summary of Field Density Test Results
client Name: RANIER CONSTRUCTION Project Number. 17981017 Date of Report: 3/2/98
Wet Dry Lab Max. % Req'd.% % Req'd.% Mat'l
Test Lift or UpJt Wt., Unit Wt., Dry Unit Wt. Lab Max Lab Max Water Water Desig-
No. Date Location Bev. pcf pcf pcf Dry Unit Wt.Dry Unit Wt. Content Content nation
' 13 2/14/98 WEST HALF OF BUILDING CENTER 4 TH LIFT 127.7 112.7 113.0 100 95.0 13.3 13+ B
14 2/14/98 EAST HALF OF BUILDING CENTER 4 TH LIFT 126.0 111.2 113.0 . 98 95.0 13.3 13+ B
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