HWY BALMORAL ST over WATER SHAWSHEEN RIVER (Route: 0)
Num:A090072RQMUNNBIx
Open: no restriction [A]
Built: 1924, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0 Miles (0 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 11.9 m = 39.0 ft
Main Spans: 1 at 10.7 m = 35.1 ft
Approach Spans: 0
Skew: 25
Width, Roadway: 10.9 m = 35.8 ft (2 Lanes) and Out-To-Out: 18.2 m = 59.7 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Andover [01465]: Essex County [009], Massachusetts [25]
Owned by Town or Township Highway Agency [03], DOT District: 4
. 1 MILE EAST ST 28

Condition
Deck: Not Applicable [N]
Superstructure: Satisfactory [6]
Substructure: Good [7]
Loading
Design:
Operating: 45.3 metric ton = 49.8 tons (Allowable Stress(AS) [2])
Inventory: 22.6 metric ton = 24.9 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Better than present minimum criteria [7]
Waterway: Better than present minimum criteria [7] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 2450 (2018) and Trucks: 5%
Future ADT: 3632 (In 2031 )

ST133 HAVERHILL ST over WATER SHAWSHEEN RIVER (Route: 133)
Num:A090082YUDOTNBIx
Open: no restriction [A]
Built: 1921, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.1 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Not applicable [N] with Wearing Surface: Not applicable (applies only to structures with no deck) [N]

Bridge Dimensions
Length: 11.3 m = 37.1 ft
Main Spans: 1 at 11.3 m = 37.1 ft
Approach Spans: 0
Skew: 8
Width, Roadway: 11 m = 36.1 ft (2 Lanes) and Out-To-Out: 18.3 m = 60.0 ft for a 11 m = 36.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Andover [01465]: Essex County [009], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 4
.1 MI N ST 28

Condition
Deck: Not Applicable [N]
Superstructure: Good [7]
Substructure: Good [7]
Loading
Design:
Operating: 48.7 metric ton = 53.6 tons (Load Factor(LF) [1])
Inventory: 29 metric ton = 31.9 tons (Load Factor(LF) [1])

Appraisal
Structural: Better than present minimum criteria [7]
Deck Geometry: Meets minimum tolerable limits to be left in place as is [4]
Road Alignment: Equal to present minimum criteria [6]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 15300 (2020) and Trucks: 8%
Future ADT: 43905 (In 2031 )

ST 28 N MAIN ST over WATER SHAWSHEEN RIVER (Route: 28)
Num:A090012YQDOTNBIx
Open: no restriction [A]
Built: 1879, Reconstructed: 1927
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0.5 Miles (0.8 Kilometers)

Bridge Type
Main Span(s): Masonry [8] Arch - Deck [11]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 12.8 m = 42.0 ft
Main Spans: 1 at 10.4 m = 34.1 ft
Approach Spans: 0
Skew: 30
Width, Roadway: 15.1 m = 49.5 ft (3 Lanes) and Out-To-Out: 20.2 m = 66.3 ft for a 12.5 m = 41.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Andover [01465]: Essex County [009], Massachusetts [25]
Owned by State Highway Agency [01], DOT District: 4
.32 KM N ANDOVER CENTER

Condition
Deck: Fair [5]
Superstructure: Satisfactory [6]
Substructure: Satisfactory [6]
Loading
Design:
Operating: 34.2 metric ton = 37.6 tons (Allowable Stress(AS) [2])
Inventory: 22.6 metric ton = 24.9 tons (Allowable Stress(AS) [2])

Appraisal
Structural: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck Geometry: Equal to present minimum criteria [6]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present desirable criteria [8] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: July 2020 [0720] and Frequency: 24

Future Work
Work Needed: Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 20100 (2020) and Trucks: 6%
Future ADT: 61435 (In 2031 )