Boring_Log_B103.pdf

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Advanced auger through asphalt. Advanced split spoon to 2 feet.

Advanced auger to 2 feet.

Advanced auger to 4 feet.

Advanced auger to 6 feet.

Advanced auger to 8 feet.

Advanced auger to 13 feet.

Advanced auger to 18 feet.

Advanced auger to 23 feet.

S1

S2

S3

S4

S5

S6

S7

S8

18/13

24/14

24/15

24/16

24/16

24/15

24/19

24/16

5-5-5

6-7-8-6

6-8-7-8

10-8-9-8

9-4-5-5

5-5-8-8

12-6-5-8

4-5-9-14

(0-3"): ASPHALT

STRATUM I at ~0.25 ft / El. 49.8

S1: NARROWLY GRADED SAND (SP); ~95% fine to medium sand; ~5% fine subrounded gravel up to 0.25 inch; moist;

orange. Fill.

STRATUM II at ~2 ft / El. 48 S2: NARROWLY GRADED SAND (SP); ~95% fine to medium sand; ~5% fine subrounded gravel up to 0.25 inches; moist; tan.

S3: NARROWLY GRADED SAND (SP); Similar to S2, except gravel up to 0.5 inches.

S4: NARROWLY GRADED SAND (SP); ~100% fine to medium sand; moist; tan.

S5: NARROWLY GRADED SAND (SP); Similar to S4.

S6: NARROWLY GRADED SAND (SP); Similar to S4.

S7: NARROWLY GRADED SAND (SP); 97.6% fine to coarse sand; 1.2% fine gravel up to 0.187 inches; 1.2% fines; moist; tan.

S8: NARROWLY GRADED SAND (SP); Similar to S7.

Bottom of boring at depth 25 ft.

Pen. = Penetration Length Rec. = Recovery Length

LOGGED BY: J. Cheung

BORING INFORMATION

HAMMER TYPE: Automatic

DRILLING INFORMATION

DRILLER NAME: P. Recchia

C = Core Sample S = Split Spoon Sample

U = Undisturbed Sample SC = Sonic Core DP = Direct Push Sample HSA = Hollow-Stem Auger

RQD = Rock Quality Designation = Length of Sound Cores>4 in / Pen.,%

ABBREVIATIONS:

Sv = Pocket Torvane Shear Strength Blows per 6 in.: 140-lb hammer falling

30 inches to drive a 2-inch-O.D.

split spoon sampler.

CORE BARREL I.D./O.D.: NA / NA

NA, NM = Not Applicable, Not Measured

DRILLING METHOD: Hollow Stem Auger

PI = Plasticity Index

B103

WOR = Weight of Rods

TOTAL DEPTH (ft): 25.0

AUGER I.D./O.D.: 3.25 inch / 6.625 inch

LL = Liquid Limit

PID = Photoionization Detector I.D./O.D. = Inside Diameter/Outside Diameter

Qp = Pocket Penetrometer Strength

WOH = Weight of Hammer

CASING I.D./O.D.: NA/ NA

WATER LEVEL DEPTHS (ft): 4/30/2015 NONE

DRILL ROD O.D.: 1.75 inch

CORE BARREL TYPE: Not used

RIG TYPE: Geoprobe 7822 DT

Sample Information

Elev.

(ft)

G ra ph ic

L og

Depth (ft)

Drilling Remarks/ Field Test DataSample

No.

Pen./ Rec.

(in)

Depth (ft)

Blows per 6 in.

or RQD

Soil and Rock Description

CITY/STATE: Westhampton Beach, New York

NOTES: 42' S and 7.5' W of NW corner of Hangar A.

Ground surface elevations estimated from survey data.

Boring backfilled with soil cuttings.

GEI PROJECT NUMBER: 132508-2

PROJECT NAME: Gabreski Airport Hangar Rennovation/Addition

BORING

DRILLING COMPANY: Tri-State Drilling Technologies, Inc.

DATE START/END: 4/30/2015 - 4/30/2015

NORTHING (ft): 246874

VERT./HORIZ. DATUMS: NAVD 88/NAD 83

EASTING (ft): 1359230

GROUND SURFACE EL. (ft): 50

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