W 11 006

Page 1

MASSACHUSETTS DEPARTMENT OF TRANSPORTATION 2-DIST

B.I.N.

03

7UP

STRUCTURES INSPECTION FIELD REPORT 8.-STRUCTURE NO.

WAYLAND=FRAMINGHAM

11-Kilo. POINT

W11006-7UP-MUN-CLO

07-FACILITY CARRIED

MEMORIAL NAME/LOCAL NAME

HWY STNEBRDGE RD

Stone's Bridge

06-FEATURES INTERSECTED

26-FUNCTIONAL CLASS

W-11-006=F-07-012

90-ROUTINE INSP. DATE

000.000 1857

1957

Urban Local 22-OWNER

21-MAINTAINER

TEAM LEADER L. A. Gauthier

WEATHER

TEMP. (air)

TEAM MEMBERS

Town Agency Town Agency

N : Not applicable

Sunny

ITEM 58

DECK

N

ITEM 59

SUPERSTRUCTURE

2

ITEM 60

SUBSTRUCTURE

3

ITEM 60

- (From U/W Report)

ITEM 61

CHANNEL

N 5

ITEM 41

Doug Smith

21째C

STRUCTURE OPEN, POSTED OR CLOSED

TRAFFIC SAFETY

A. Bridge Railing B. Transitions C. Approach Guardrail

ITEM 61

- (From U/W Report)

N

D. Approach Guardrail Ends

ITEM 62

CULVERT

N

Pedestrian Access (If YES please explain)

ITEM 62 SIGNS

Legend:

N

- (From U/W Report)

Date :

K:CLOSED ITEM 36

0000

DIST. BRIDGE INSPECTION ENGINEER M. Azizi

WATER SUDBURY RIVER

107-DECK TYPE

MAY 14, 2015

106-YR REBUILT YR REHAB'D (NON 106)

43-STRUCTURE TYPE

811 : Masonry Arch - Deck

93*- INSPECTION DATE

--------

27-YR BUILT

2

OF

BR. DEPT. NO.

CLOSED/REHABILITATION INSPECTION

CITY/TOWN

1

PAGE

Roadway Abandoned

Not Applicable

Bridge Closed, No Tresspassing, Bridge Unsafe.

01/01/1957 12

TOTAL HOURS

36

COND

0 0 N N

2 3 N N

DEF

S-A S-A -

PLANS

(Y/N)

N

(V.C.R.)

(Y/N)

N

TAPE#:

(Y/N)

N

Barricades In Place

(Y/N)

Y

TYPE:

Signs In Place (Y=Yes ,N=No, NR=Not Required) Legibility/ Visibility

TIMBER RAIL

At bridge E W

Y 7

NR

Advance E W

NR

NR

7

ACCESSIBILITY

To be filled out by District Bridge Inspection Engineer

Y

(Y/N)

(Y/N) Needed Used

1) This bridge is scheduled for: Replacement

( )

Rehabilitation

( )

Repair

( ) Removal

2) If under construction please answer the following: Contract Number: Contractor:

Amount:

Completion Date: Resident Engineer:

Scope of Work:

( ) Unknown

(X )

Lift Bucket

N

N

Ladder

N

N

Boat

N

N

Wader

Y

Y

Inspector 50

N

N

Rigging

N

N

Staging

N

N

Traffic Control

N

N

RR Flagger

N

N

Police

N

N

Other:

N

N

Remarks:

X=UNKNOWN CLO. REHAB(1)7-96

N=NOT APPLICABLE

H=HIDDEN/INACCESSIBLE

R=REMOVED


PAGE CITY/TOWN WAYLAND=FRAMINGHAM

B.I.N.

7UP

BR. DEPT. NO. W-11-006=F-07-012

8.-STRUCTURE NO.

W11006-7UP-MUN-CLO

2

OF

2

INSPECTION DATE

MAY 14, 2015

REMARKS BRIDGE ORIENTATION From the compass the abandoned Stonebridge Road ran West and East, and the (relocated to the West) Sudbury River flows from South to North. There are 4 spans and 3 piers numbered from the West to the east GENERAL REMARKS NOTE: Stonebridge Road over the Sudbury River is a town line structure, but the majority of the existing structure lies within the Town of Wayland. All access to the structure is from The Town of Wayland side. Recorded interest and maintenance is from the Town of Wayland. Thus, in the interest of accurate coding, the NBI documentation recording has been reversed from normal alpha-numeric superiority, placing the primary record in the Town of Wayland and the secondary record in the Town of Framingham. The roadway in Framingham was originally Potter Road. The R.O.W. has been discontinued and sold to private parties (now houses). NOTE: This structure has been closed since 1957. NOTE: this Inspection was generated in conjunctin with a Routine Inspection on the same date. See Routine Insepction for all comments and photographs. The following elements were considered to be Special Members: 59.1 Arch /Arch Ring 59.2 Keystone area 59.5 Spandrel Walls. 59.10 Masonry Joints 60.1e Wingwalls 60.2d Pierwall 60.1g Pointing and 60.2e pointing would be SM's, but the structure is dry set. TRAFFIC SAFETY Item 36a - Bridge Railing The access to the structure has been closed by the Town due to the rail condition. See photo 17. The structure is designated as a CLO (closed to all), but there is a 2 ft. wide gap in the rail system allowing easy pedestrian access. The bridge rail system consists of 3- split rail 4X4 (nominal) horizontals spaced 10 ft. on center, extending from the East abutment to the West abutment/wall and back to the East abutment. The verticals consist of 5 in. (nominal) timber posts. The overall condition is very poor with some sections completely missing. See photo 18. Item 36b - Transitions Exist on the East approach only. See item 36.a for comments and photos.

REM.(2)7-96


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