CF-Andrew Park 2-LR 920915ATEC Associates, Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(2~4) 556-2204
METRO 263-1681
FIELD DENSITY TESTS
Project Name: Andre~ Brmm Park ATEC Job No.: 25-02-92-06928-0/~
CLient Job No.:
Ctient #ame: Tony Crauford Const.
Genera[ Contractor: Date: 9/15/92
Test No. Moisture % Dry Density Proctor X of Proctor Pass Fait Fail Elevation/ Location
(PCF) No. ' .... Compaction Moisture Refer E.G. Grid Coordinates
Spec Actual or Roadway Station
1 17.9 104.2 1677 95 96.9 X F.G. Bum, 25' N. * 10' ~. of end of Bum
2 16.4 107.2 1677 95 99.6 X F.G. Bum20'S + 12 E of N end of barn
3 17.6 108.2 1677 95 100.6 x 1st Lift 50' N + 40 E of N.W. Corner of Parking Lot
4 19.3 105.8 1677 95 98.3 X 1st Lift 30' ~ + 30'S of N.~. Corner of Parking Lot
5 18.8 104.3 1677 95 96.9 X 1st Lift IO0'S + 60'~ of N.~. Corner of Parking Lot
6 19.2 104.6 1677 95 97.2 X 1st Lift 60'~ + 10'5 of N.~. Corner of Parking Lot
(1) Test Location Estabtished by: Grid Lines I----1 Controt Points I---]~ Estimation E~] Contractor r--]
f2) Depth or E[ev. of Test Established by: Survey [] Grade StakesL-J Estimation I---1 Contractor []
5) Test Conducted on: Fu[[ Time Basis I~ Intermittent Basis E~]
Proctor No. Maximum Density (PCF) Opt. Moisture (~) Stand. Proctor Mod. Proctor Total Time: 2.0
1677 107.6 17.6 ~] []
[~ [] ATEC REPRESENTATIVE John Travis
Refl~3rks: Respectfutty Submitted,