3.0
7.0
10.0
9
15
6
9
10
SANDY CLAY, stiff, light brown, with roots and
fine-grained sand pockets
CLAY, firm to stiff, red and gray
SAND, loose to medium dense, fine-grained to
medium-grained, gray with shell fragments
45
56
36
41
71
88
7
LOG OF BORING NO. B-30
29° 43' 44" N
95° 03' 02" W
SURFACE EL.: 12.0'
LOCATION: See Plate 2
NOTES:
COORDINATES:
DATE: March 21, 2011
TOTAL DEPTH: 10'
CAVED DEPTH: Not Applicable
DRY AUGER: Surface to 10'
WET ROTARY: Not Applicable
BACKFILL: Cement-Bentonite Grout
LOGGER: B. Burkett
PLATE A-21
DOCKS, BRIDGE, AND BARNES ISLAND IMPROVEMENTS
BATTLEGROUND OIL SPECIALTY TERMINAL COMPANY
HARRIS COUNTY, TEXAS
1. Water not encountered during drilling.
2. Terms and symbols defined on Plates A-32a and A-32b.
3. Coordinates obtained from handheld GPS.
5
10
15
20
25
30
35
R:\04120\2011 PROJECTS\0001-0099\0412-11-0003\DRAFTING\0412-11-0003.GPJ FUGRO_SO (LAB DATA)_INDUSTRIAL (W/R_MV) 6/2/2011
DEPTH, FT
CLASSIFICATION
LIQUID
LIMIT
UNIT DRY WT,
PCF
PASSING NO.
200 SIEVE, %
SYMBOL
Triaxial
KIPS PER SQ FT
PLASTIC
LIMIT
PLASTICITY
INDEX (PI)
STRATUM DESCRIPTION
WATER