NAVD 88 - Aetna Bridge

101+00 102+00 103+00 104+00 105+00 106+00 107+00

146.01

101+00

145.62

145.19

102+00

144.70

144.20

103+00

143.75

143.25

104+00

142.77

142.16

105+00

141.61

141.22

106+00

140.87

140.33

107+00

NAVD 88

BASE ELEV

90.00

140

150

160

170

180

140

150

160

170

180

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R1-2(N

24003).D

WG

19-O

ct-2016

11:34 A

MP

lotted on

30"

S/S

1 3/8 "

140 lbs

S-1 6" - 2'6"

Diedrich D-50 on 9/25

BB-101

825556

N-24-003

Route 3 over High Street

146.4

2883843

16'

Norwell

Moving Massachusetts Forward

Highway

Lamson Engineering Corp for WSP

John Galvin on 9/25 (**) Sean Galvin on 9/25 (**)

S Saelim on 9/25/15 (*)

13

60655377142

9 28 22 30 6"

S-2 4' - 4'6"

Moist, very dense, brown FINE SAND and coarse gravel.

9/28/15 2:00 pm

9/25/15 9:00 am

9/28/15 3:30 pm

S-3 9' - 11'Dry, very dense, brown FINE SAND, some fine to medium

gravel, trace coarse sand.

S-4 14' - 16' Moist, very dense, brown FINE SAND, trace inorganic silt. 28 39 48 54 18"

S-6 24' - 24'1"No Recovery

S-7 29 - 30'6" Moist, very dense, brown FINE SAND, some fine to medium

gravel, trace inorganic silt.

S-8 34' - 35'3"Wet, very dense, brown FINE SAND, some fine to medium

gravel.

HW 4" 43'

300 lbs

24"

50 96 120/6" 18"

Moist, dense, brown FINE SAND, some medium gravel, trace

inorganic silt.

S-5 19' - 21'Wet, medium dense, light brown FINE SAND, trace inorganic

silt.

7 9 10 13 12"

150/6" 2"

36 69 55 75 18"

120/1" 0"

50 100 120/3" 7"

S-9 39' - 41'

Wet, very dense, brown FINE SAND, trace inorganic silt.

Advanced roller bit to 43'6"

Top of BEDROCK at 43'6" and began coring.

43'6"

C-1 43'6" - 48'6"

Gray / white, slightly fractured GRANITE.

Percent Recovery = 53%

C-2 48'6"- 53'6"

53'6"

Bottom of Exploration = 53'6"

1 6

NX 2.15"

(*) Kin Lam on 9/25/15

22 39 42 47 20"

6 8 7 7 6 32"

4 5 6 6 5 60"

(**) Gary Twombly on 9/28 (**) Norman Studdard on 9/28

6"6" Cement, Concrete Sidewalk.

(***) Diedrich D-90 used on 9/28

Gray/white GRANITE with few fractures.


30"

S/S

1 3/8 "

140 lbs

S-1 6" - 2'6"

Diedrich D-90

BB-102

825621

N-24-003


145.4

2883818

15.5'

Norwell


Highway


Gary Twombly Jr. Norman Studdard

Kin Lam

6.5

60655377142

ASPHALT

S-2 4' - 6'Dry, very dense, brown FINE TO COARSE SAND and fine to

coarse gravel.

15 68 100 91 13"

9/29/15 12:30 pm

9/29/15 7:00 am

9/29/15 1:30 pm

S-3 9' - 10'Dry, very dense, gray FINE TO COARSE SAND and fine to

coarse gravel.

21 120/6" 4"

S-4 14' - 16' Wet, dense, brown FINE TO COARSE SAND, some fine

gravel.

21 27 18 22 15"

S-6 24' - 26' Wet, medium dense, brown FINE TO COARSE GRAVEL,

some fine to coarse sand.

S-7 29' - 31'Wet, medium dense, brown FINE TO COARSE GRAVEL,

trace fine sand.

S-8 34' - 35' Wet, very dense, brown FINE TO COARSE SAND and fine to

coarse gravel, some possible weathered bedrock.

11 120/6" 5"

39'9"

Bottom of Exploration = 39'9"

HW 4" 39'

300 lbs

24"

12 8 8 10 1"

S-9 39' - 39'9"

Wet, very dense, brown FINE TO COARSE SAND AND FINE

TO COARSE GRAVEL, some possible bedrock.

95 120/3" 4"

6"

Dry, dense, brown FINE TO COARSE SAND and fine to

coarse gravel.

S-5 19' - 21'Wet, very dense, brown FINE TO COARSE SAND, some fine

gravel.

67 71 64 37 20"

7 18 12 28 5"

36 23 9 7 8"

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R3-5(N

24003).D

WG

19-O

ct-2016

11:43 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R3-5(N

24003).D

WG

19-O

ct-2016

11:44 A

MP

lotted on

30"

S/S

1 3/8 "

140 lbs

S-1 0' - 2'

CME-75

BB-103

825616

N-24-003


145.4

2883734

16'

Norwell


Highway


Norman StuddardErnie Nadeau

Kin Lam

14.5

606553

77142

5 14 16 23 8"

S-2 3' - 5'Moist, dense, brown/dark brown FINE SAND, trace coarse

sand, trace inorganic silt.

9/16/15 12:45 pm

9/15/15 7:00 am

9/16/15 2:00 pm

S-3 8' - 9'7"Wet, very dense, brown COARSE SAND and coarse gravel,

trace fine sand, trace inorganic silt.

S-4 13' - 15'Wet, very dense, brown FINE SAND, trace coarse sand,

trace coarse gravel.

24 27 28 34 12"

S-6 23' - 25'

Wet, very dense, brown FINE SAND, trace coarse sand,

trace coarse gravel, trace inorganic silt.

S-7 28 - 29'5" Wet, very dense, brown COARSE SAND and coarse gravel,

trace fine sand, trace inorganic silt.

S-8 33' - 35' Wet, dense, brown FINE SAND, trace coarse sand, trace

inorganic silt.

HW 4" 45'

300 lbs

30"

22 40 120/5" 6"

Dry, dense, dark brown FINE SAND, trace coarse sand and

coarse gravel, trace organics.



33 41 48 39 15"

7 19 16 12 10"

37 25 57 100/1" 6"

11'

12'6"

Encountered BOULDER 11' to 12'6"

29 41 44 47 16"

21 25 24 22 10"

S-9 38' - 39'3"

Wet, very dense, brown FINE SAND, trace coarse sand and

coarse gravel, trace inorganic silt.

38 88 120/3" 10"

S-10 45' - 45'2"

Wet, very dense, brown COARSE SAND, trace fine sand,

trace fine gravel.

Top of BEDROCK at 45'2"

120/2" 2"

Encountered BOULDER 43' to 44'6"

43'

44'6"

45'2"

C-1 46'- 49'Very hard, pink and white GRANITE with quartz throughout.


7 7 8 30"

C-2 49' - 52'6" 8 9 10 13/6" 42"

C-3 52'6" - 56' 15 12 13 8/6" 42"

56'

Bottom of Exploration = 56'

Very hard, pink and white GRANITE with quartz throughout.


Black and green, pieces, fine grained GRANITE.


Core run C-1, C-2 and C-3 did not go 5' due to core barrel jamming.

2 12

NX 2.15"

Advanced to 46' and began coring.

A ground water observation well was suppose to be installed in this boring upon completion this was

an oversight by the field inspector and driller.

30"

S/S

1 3/8 "

140 lbs

S-1 0' - 2'

CME-75

BB-104

825704

N-24-003


144.6

2883688

15'

Norwell


Highway

Lamson Engineering Corp for WSP.

Norman StuddardErnie Nadeau

Suthichai Saelim

606553 77142

Dry, medium dense, dark brown FINE SAND, trace coarse

sand, trace coarse gravel.

4 6 8 11 6"

S-2 3' - 5'Dry, very dense, brown FINE SAND, some coarse sand,


7 13 57 100 8"

9/17/15 12:00 pm

9/16/15 2:00 pm

9/17/15 12:30 pm

S-4 15' - 17'Wet, very dense, gray FINE SAND, trace coarse sand, trace

inorganic silt.

18 27 32 35 10"

S-5 20' - 22'Wet, dense, brown FINE SAND, some coarse sand, some

coarse gravel, trace inorganic silt.

13 15 30 26 12"

S-6 25' - 27' Wet, very dense, brown FINE SAND, trace coarse sand,

trace inorganic silt.

S-7 30' - 32' Wet, very dense brown, dark brown/gray FINE SAND, trace

coarse sand, trace coarse gravel, trace inorganic silt.

40'


HW 4" 38'

300 lbs

24"

17 23 41 60 12"

S-8 38' - 40'

Wet, dense, brown FINE SAND, some coarse sand, trace

fine gravel, trace inorganic silt.

13 21 28 41 6"

Encountered BOULDER 11'6" - 14', rollerbit through.

S-3 10' - 11'3"Moist, very dense, brown FINE SAND, trace coarse sand,

trace fine gravel, trace inorganic silt.

10 86 100/3" 4"

5'

8'6"

BOULDER LAYER 5' to 7' and 8' to 8'6"

11'6"

14'

24 28 39 57 15"

34'6"

36'6"

Encountered BOULDER 34'6" to 36'6", rollerbit through

Changed location; moved boring prior to drilling from N2883711, E825678 to N2883688

E825704 due to overhead utilities.

6

2 12

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R3-5(N

24003).D

WG

19-O

ct-2016

11:44 A

MP

lotted on

30"

S/S

1 3/8"

140 lbs

S-1 0' - 2'

CME-75

BB-105

825671

N-24-003


143.9

2883631

6.5'

Norwell


Highway


Jason StokesMark Smith

Kin Lam

5.5

60655377142

Dry, medium dense, brown FINE SAND, trace coarse sand,

trace fine gravel.

8 8 8 7 10"

S-2 4' - 5'10"

Wet, very dense, brown/gray FINE GRAVEL, trace medium

gravel.

19 28 36 120/4" 6"

9/21/15 1:00 pm

9/21/15 7:30 am

9/21/15 1:00 pm

S-3 9' - 9'11"

Wet, very dense, brown/gray FINE SAND and coarse sand,

some fine gravel.

47 120/5" 9"

S-4 14' - 16'Wet, medium dense, brown FINE SAND, trace coarse sand,


16 12 15 19 13"


trace fine gravel.

47 51 71 69 21"

S-6 24' - 25'5"Wet, very dense, brown FINE SAND, trace coarse sand,


46 71 120/5" 15"

S-7 29' - 31' Wet, very dense brown, FINE SAND, trace fine gravel, trace

inorganic silt.

S-8 34' - 36'

Wet, very dense, brown FINE SAND, trace inorganic silt. 29 52 67 75 17"

40'


HW 4" 38'

300 lbs

24"

41 56 48 45 19"

S-9 38' - 40'

Wet, very dense, brown FINE SAND, trace coarse sand,


31 49 56 65 19"

Encountered BOULDER 17 to 20', rolllerbit through.

17'

20'

30"

S/S

1 3/8 "

140 lbs

S-1 0' - 1'2"

Diedrich D-50

BB-106

825738

N-24-003


143.7'

2883621

7'7"

Norwell


Highway


John GalvinSean Galvin

Xu Shi

14

60655377142

14 43 120/2" 6"

S-2 4' - 4'8"

Moist, very dense, brown FINE TO COARSE SAND, some

medium to coarse gravel.

9/23/15 2:15 pm

9/22/15 8:00 am

9/23/15 3:00 pm

S-3 9' - 9'8" Moist, very dense, brown, COARSE SAND, some fine sand,

some medium gravel.

S-4 14' - 16'

Moist, dense, light brown FINE SAND, some fine to medium

gravel, trace inorganic silt.

24 21 23 30 9"

S-6 24' - 25'

S-7 29 - 29'10"

S-8 34' No Recovery.

Advanced rollerbit on possible weathered bedrock, continuing

to next sample.

HW 4" 44'

300 lbs

24"

100 120/4" 9"

Dry, very dense, dark brown FINE SAND.

S-5 19' - 21'Moist, very dense, light brown FINE SAND, some fine to

medium gravel, trace coarse sand, trace inorganic silt.

58 120/2" 6"

84 120/2" 3"

45 150/6" 8"

120/0" 0"

Changed location; moved boring prior to drilling from N2883607, E285734 to N2883621,

E825738 to avoid overhead utilities.

NX 2.15"

56 45 91 30 13"

S-9 39' - 39'6"

120/6" 6"

44'Top of BEDROCK at 44'

Rollerbit to 45' and began coring

C-1 45' - 50'

Gray, highly fractured GRANITE.


5 5 6 6 6 60"

C-2 50' - 55'

6 6 6 6 6 60"

Moist, very dense, light brown FINE SAND, some fine to


Moist, very dense, light brown FINE SAND, some fine to


Gray, highly fractured GRANITE.


55'


34'

Possible WEATHERED BEDROCK.

S-10 44'

120/0" 0"

ST 3 (S.B.)

H

I

G

H

S

T

R

E

E

T

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R6-7(N

24003).D

WG

19-O

ct-2016

11:45 A

MP

lotted on

ST 3

(N.B.)

H

I

G

H

S

T

R

E

E

T

Final S

tructural S

ubm

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F) 14-O

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R6-7(N

24003).D

WG

19-O

ct-2016

11:45 A

MP

lotted on

Final S

tructural S

ubm

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F) 14-O

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606553_B

R8(N

24003).D

WG

19-O

ct-2016

11:46 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R9-12(N

24003).D

WG

19-O

ct-2016

11:47 A

MP

lotted on

Final S

tructural S

ubm

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F) 14-O

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606553_B

R9-12(N

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WG

19-O

ct-2016

11:47 A

MP

lotted on

N

N

A

D

8

3

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R9-12(N

24003).D

WG

19-O

ct-2016

11:48 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R9-12(N

24003).D

WG

19-O

ct-2016

11:48 A

MP

lotted on

N

N

A

D

8

3

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R13-14(N

24003).D

WG

19-O

ct-2016

11:49 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R15-17(N

24003).D

WG

19-O

ct-2016

11:50 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

ctober-2016

606553_B

R15-17(N

24003).D

WG

19-O

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11:51 A

MP

lotted on

Final S

tructural S

ubm

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F) 14-O

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606553_B

R18(N

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11:52 A

MP

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Final S

tructural S

ubm

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F) 14-O

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R19-22(N

24003).D

WG

19-O

ct-2016

11:53 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R19-22(N

24003).D

WG

19-O

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11:54 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R19-22(N

24003).D

WG

19-O

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11:55 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R23(N

24003).D

WG

19-O

ct-2016

11:56 A

MP

lotted on

Final S

tructural S

ubm

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F) 14-O

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606553_B

R24(N

24003).D

WG

19-O

ct-2016

11:56 A

MP

lotted on

Final S

tructural S

ubm

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F) 14-O

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606553_B

R25-26(N

24003).D

WG

19-O

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11:57 A

MP

lotted on

Final S

tructural S

ubm

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F) 14-O

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R27-29(N

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19-O

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11:58 A

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lotted on

Final S

tructural S

ubm

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F) 14-O

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606553_B

R27-29(N

24003).D

WG

19-O

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11:59 A

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R30(N

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WG

19-O

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12:00 P

MP

lotted on

Final S

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ubm

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F) 14-O

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R31(N

24003).D

WG

19-O

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12:01 P

MP

lotted on

Final S

tructural S

ubm

ittal (S

F) 14-O

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606553_B

R32(N

24003).D

WG

19-O

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12:01 P

MP

lotted on

Final S

tructural S

ubm

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606553_B

R33(N

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WG

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MP

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Final S

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ubm

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F) 14-O

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606553_B

R34(N

24003).D

WG

19-O

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MP

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Final S

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ubm

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R35(N

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Final S

tructural S

ubm

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F) 14-O

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606553_B

R36-37(N

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WG

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MP

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Final S

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R36-37(N

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Final S

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MP

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Final S

tructural S

ubm

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R39(N

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WG

19-O

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Final S

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R40(N

24003).D

WG

19-O

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MP

lotted on

NAVD 88 - Aetna Bridge

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Transcript of NAVD 88 - Aetna Bridge