Newman Road Soil boring Logs 5.pdf

7/22/2019 Newman Road Soil boring Logs 5.pdf

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REPORT OF BORING No.

SHEET OF

Project No.CHKD BY

BORING Co. BORING LOCATION

FOREMAN GROUND SURFACE ELEV. DATUM NAVD 88

SE GEOLOGIST: DATE START DATE END

SAMPLER: SAMPLER CONSISTS OF 2 ft. by 1 -3/8 in. SPLIT SPOON

DRIVEN USING A 140 lb. HAMMER FALLING 30 in. DATE TIMECASING: DRIVEN 3 in. CASING USING DRIVE AND WASH TECHNIQUE 5/11/07 -

CASING SIZE: OTHER:

CASING PID

(lb /ft) N o. P EN /R EC (in ) D EP TH (ft) B LO WS/6" (pp m)

S-1 24/11.5 0-2 31-23- NA 1

17-5

5 S-2 24/4.5 4.5-6.5 1 for 12 in.- NA 2

2 for 12 in.

10 S-3 24/24 9-11 WOH 6in.-3- NA 3

11 ft.* 2-14

15 S-4 24/24 14-16 7-7- NA

10-11

20 S-5 24/24 19-21 WOH 6in.-2- NA

3-3

4

25 S-6 24/24 24-26 WOR 20in - NAWOH 4in

5

30 S-7 24/24 29-31 2 for 12 in.- NA

1-1

REMARKS:

BLOWS/FT DENSITY 1) Boring started 6 in. below top of pavement grade.0-2 V. SOFT 2) No recovery on initial split spoon penetration. Gained

2-4 SOFT sample at same depth by advancing sampler with drill rig hydraulics.

4-8 M. STIFF 3) 2 in. of Peat at top of split spoon sampler

8-15 STIFF 4) Loss of drill water @ 23 ft. +/-.

15-30 V. STIFF 5) Loss of drill water @ 28 ft. +/-.

> 30 HARD Casing advanced to 11 ft. using drill rig hydraulics.

NOTES: 1) THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES. TRANSITIONS MAY BE GRADUAL.

2) WATER LEVEL READINGS HAVE BEEN MADE IN THE DRILL HOLES AT TIMES AND UNDER CONDITIONS STATED ON THIS BORING LOG.

FLUCTUATIONS IN THE LEVEL OF GROUNDWATER MAY OCCUR DUE TO OTHER FACTORS THAN THOSE PRESENT AT THE TIME

MEASUREMENTS ARE MADE.

O:\LBG - Newman Road\[Soil boring Logs - 5.11.07.XLS]B2 (1 of 2)

SAMPLE DESCRIPTION

Burmister Classification

Silt/PEAT, little silt.

Very stiff, light brown and gray,

Very soft, grayish brown Organic

COHESIVE SOILS

GROUNDWATER READINGS

Pavement Layer 4 in.+/-

> 50

V. LOOSE

LOOSE

M. DENSE

DENSE

V. DENSE

0-4

30-50

GRANULAR SOILS

BLOWS/FT DENSITY

4-10

10-30

(feet)

LBG-

Culvert Replacement

Newman Road

Geologic Earth Exploration, Inc.

M. Fisher

B. Green

B1

2

SAMPLE

PROJECT

W e s t o n & S a m p s o n ENGINEERS, INC.

DEPTH

WATER AT CASING AT

3 inch steel casing

N/A

El. 6.0 +/-

5/11/2007

11 ft.

1

See attached plan

5/11/2007

Dense, gray, medium to fine

SAND, some silt, little fine gravel.

N/A

Medium stiff, gray CLAY.

BORING No.

silt, little fine sand.

silty CLAY.

Very soft, gray CLAY, little fine

B1

M. Mitsch2070242.A

NOTES

STABILIZATION TIME

STRATUM DESCRIPTION

Road subbase material to

2.5 ft.

Organic Silt/Peat from 2.5

to 9 ft. +/-

Clay

sand.

Very soft, gray CLAY.

Medium stiff, gray CLAY, some


2/4


SHEET OF

Project No.CHKD BY



WSE GEOLOGIST: DATE START DATE END



CASING SIZE: OTHER:

CASING PID

(lb /ft) N o. PE N/REC (in ) D EPT H (ft) B LOWS/6" (pp m)

35 S-8 24/24 34-36 WOR 18in.- NA

WOH 6in. 6

40 S-9 24/24 39-41 WOR 18in. - NA

WOH +1 6in.

45 S-10 24/24 44-46 WOR 18in - NA

WOH +2 6in.

50

55

60

REMARKS:

BLOWS/FT DENSITY 6) Loss of drill water at 36 ft. +/-.0-2 V. SOFT

2-4 SOFT Note: WR = Weight of Rod with sampler, WH = Weight of 140 lb. Hammer

4-8 M. STIFF

8-15 STIFF

15-30 V. STIFF

> 30 HARD






B1

M. Mitsch2070242.A

NOTES

STABILIZATION TIME

STRATUM DESCRIPTION

BORING No.

El. 6.0 +/-

5/11/2007

Clay

NA11 ft.

Very soft, gray CLAY, trace silt.

3 inch steel casing

2

See attached plan

5/11/2007B. Green

B1

2

SAMPLE

PROJECT


DEPTH

WATER AT CASING AT

10-30

Varies

(feet)

LBG-

Culvert Replacement

Newman Road


M. Fisher

GRANULAR SOILS

BLOW S/FT DENSITY

4-10

COHESIVE SOILS


> 50

V. LOOSE

LOOSE

M. DENSE

DENSE

V. DENSE

0-4

30-50


EOB - 46 ft.

SAMPLE DESCRIPTION


Very soft, gray CLAY


3/4


SHEET OF

Project No.CHKD BY






CASING SIZE: OTHER:

CASING PID

(lb /ft) N o. P EN /R EC (in ) D EP TH (ft) B LO WS/6" (pp m)

S-1 24/10 0-2 20-23- NA 1

17-12

5 S-2 24/9 4-6 2-1-1-1 NA

10 9 ft. * S-3 24/4 9-11 WOH 18in - NA

2

2

15 14 ft. * S-4 24/24 14-16 8-7- NA 3

9-11

20 S-5 24/16 19-21 1-2-1- NA

WOH 6in.

25 S-6 24/24 24-26 WOR 18in.- NAWOH 6in.

30 S-7 24/24 29-31 WOR 12in. -

WOH 12in.

REMARKS:

BLOWS/FT DENSITY 1) Boring started 4 in. below top of pavement grade.0-2 V. SOFT 2) Organic silt layer based on cuttings and drill action.

2-4 SOFT 3) Drill water fracked through pavement at location of culvert. Loss of

4-8 M. STIFF drill water resulted.

8-15 STIFF

15-30 V. STIFF

> 30 HARD Casing advanced to 14 ft. using drill rig hydraulics.






V. soft, brown Organic Silt/PEAT.

gravel.

V. soft, brown Organic Silt/PEAT,

B2

M. Mitsch2070242.A

NOTES

STABILIZATION TIME

STRATUM DESCRIPTION

Clay



Soft, gray CLAY.

BORING No.

gravel.

6

1

N/A

El. 6.0 +/-

See attached plan

5/11/2007 5/11/2007

B2

2

SAMPLE

PROJECT


DEPTH

WATER AT CASING AT

3 inch steel casing

N/A

(feet)

LBG-

Culvert Replacement

Newman Road


M. Fisher

B. Green

30-50

GRANULAR SOILS

BLOWS/FT DENSITY

4-10

10-30

COHESIVE SOILS


> 50

V. LOOSE

LOOSE

M. DENSE

DENSE

V. DENSE

0-4

Organic Silt layer 1 ft. +/-

14 ft.

Dense, gray-brown, medium

to fine SAND, little silt and fine

Pavement Layer 4 in.+/-

Road subbase material to4 ft.

Or anic Silt and Peat from

4 ft. to 12 ft. +/-

SAMPLE DESCRIPTION


little coarse to fine sand and fine

Very stiff, light gray CLAY, trace


4/4


SHEET OF

Project No.CHKD BY






CASING SIZE: OTHER:

CASING PID

(lb /ft) N o. PE N/REC (in ) D EPT H (ft) BL OWS/6" (pp m)

35 S-8 24/24 34-36 WOR 15in. - NA 4

WOH 9in.

40 S-9 24/13 39-41 WOH 24in. NA

45

50

55

60

REMARKS:

BLOWS/FT DENSITY 4) Loss of drill water at 33 ft. +/-. Drill water fracked out along crack at0-2 V. SOFT the center line of Newman Road adjacent to the boring.

2-4 SOFT

4-8 M. STIFF

8-15 STIFF

15-30 V. STIFF

> 30 HARD







Very soft, gray CLAY, little silt.

Varies

SAMPLE DESCRIPTION


COHESIVE SOILS


> 50

V. LOOSE

LOOSE

M. DENSE

DENSE

V. DENSE

0-4

30-50

GRANULAR SOILS

BLOW S/FT DENSITY

4-10

10-30

(feet)

LBG-

Culvert Replacement

Newman Road


M. Fisher

B. Green

B2

2

SAMPLE

PROJECT


DEPTH

WATER AT CASING AT

3 inch steel casing

2

NA

El. 6.0 +/-

See attached plan

5/11/2007 5/11/2007

2070242.A

NOTES

STABILIZATION TIME

STRATUM DESCRIPTION

14 ft.

Note: WOR = Weight of Rod w/sampler, WOH = Weight of 140 lb. Hammer

B2

M. Mitsch

EOB - 41 ft.

Clay

BORING No.

Documents

Newman Road Soil boring Logs 5.pdf