CF-Andrew Park 2-LR 921009ATEC Associates, Inc.
11356 Mathis Avenue
Dallas, Texas 75229
(214) 556-2204
METRO 263-1681
FIELD DENSITY TESTS
Project Name: ANDRE~/ BROI41 PARK ATEC Job No.: 25-02-92-06928-18
C[ient NanN~: TONY CRAWORD CONSTRUCTION Ctiont Job No.:
General Contractor: TOIIY CRAI~IIO COIISTI~CTiOll Date: 10/09/9~
Test #o. Moisture ~( Dry Density Proctor X of Proctor Pass Fetl Fait Etevation/ Location
(PCF) Iio. Compaction Moisture Refer F.G. Grid Coordinates
Spec Actual or Roadway Station
1 18.5 102.8 1709 95. 95.7 X F.G. 30' # + 30' E of S end of island
C 2 11.1 102.9 1709 95. 95.8 X F.G. 120' ~1 + 25' E of S end of istand
3 17.5 103.7 1709 95. 96.6 X F.G. 8' # + ZO' £ of H end of island
4 16.2 103.1 1709 95. 96.1 x ,., F.G. 3' # + 2' t~ of N end of tslimcl
5 ,, 16.7 10~.1 1709 95. 97.0 X F.G. 15' S + 23' 1~ of # end of island
6 10.5 102.6 1709 95. 95.6 X F.G. 78' # + 32' ~/ of S end of island
7 15.0 102.8 1709 95. 95.8 X F.G. 13'$ + 2' E of S end of island
(1) Test Location EstabLished by: Grid Lines [~ Control Points I'~ Estimation [~ Contractor []
(2) Depth or Elev. of Test Established by: Survey ~ Grade Stakes[] Estimation ~--] Contractor [~
(5) Test Conducted on: Ful[ Time Basis ~ ~-]
Intermittent Basis .
. Proctor No. Maximum Density (PCF) Opt. Moisture (~) Stand. Proctor Mod. Proctor
Total
Time:
Z.50
17o9 lO7.3 17.o [] []
r-~ ~_j ATEC REPRES£NTATD/~ John R. Tra¥is
Re~narks:
Respectful iy S~i tted,