TEST BORING LOG
Project: DWH- Graham Dr. Traffic Signal Sheet 1 of _!
Nashua, NH Boring No: P-1
MILLER ENGINEERING & TESTING, INC. —§—$—
a ere i Project No: 16.186.NH Location: See Plan
5
100 Sheffield Road - Manchester, NH 03103} Date Start: 08-22-16
Ph. (603) 668-6016 - Fax: (603) 668-8641 Date End: 08-22-16 Approx. Surface Elev:
GROUNDWATER OBSERVATIONS
CASING SAMPLER Date Depth Casing At Stabilization Period
Type HSA SS 08-22-16 None Upon Completion
Size 2-1/4" ID 1-3/8" ID
Hammer 140 Ibs.
Fall 30"
Depth’ | C SAMPLE BLOWS Strat. e
ep ‘as rata . 2
Elev. | bi/ft (S4™ple Depth Pen. | Rec. | 0-6" | 6-12" |12-18"|18-24"|Change Sample Description 5
No. Range
8 - 0.0-8.5 102 -: No sample collection. Drilled P-1 to a depth of 8.5' and
7 encountered auger refusal.
24
444
6 —_-
34
BORING TERMINATED AT 8.5 ft
105
2 4
Driller: R. Marcoux COHESIVE CONSISTENCY (Blows/Foot) COHESIONLESS (Blows/F oot) PROPORTIONS USED
Helper: M. White 0-2 VERY SOFT 0-4 VERY LOOSE TRACE; 0-10%
Inspector: D. Ray 2-4 SOFT 4-10 LOOSE LITTLE: 10-20%
4-8 MEDIUM STIFF 10-30 MEDIUM DENSE SOME: 20-35%
8-15 STIFF 30-50 DENSE AND: 35-50%
15-30 HARD 30+ VERY DENSE
NOTES:
REMARKS: THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES. TRANSITION MAY BE GRADUAL.
WATER LEVEL READINGS HAVE BEEN MADE IN THE DRILL HOLES AT TIMES AND UNDER CONDITIONS STATED ON THE BORING LOGS.
FLUCTUATIONS IN THE LEVEL QF THE GROUNDWATER MAY DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME ME, EMENTS WERE MADE,
