BS 36 over HIGGINS BRANCH (Route: 36)
Num:172390018605032x
Open: no restriction [A]
Built: 1957, Reconstructed: N/A [0000]
Historic: Bridge is possibly eligible for the NRHP. [3]

Google Streetview (If Available)

Rough Distance: 0 Miles (0.1 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
Approach Span(s): Other [00]
Deck: Concrete Cast-in-Place [1] with Wearing Surface: Bituminous [6]

Bridge Dimensions
Length: 6.1 m = 20.0 ft
Main Spans: 2 at 2.4 m = 7.9 ft
Approach Spans: 0
Skew: 35
Width, Roadway: 14.6 m = 47.9 ft (3 Lanes) and Out-To-Out: 23.9 m = 78.4 ft for a 11.6 m = 38.1 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Brenham [10156]: Washington County [477], Texas [48]
Owned by State Highway Agency [01], DOT District: 17
0.37 MI N OF BUS 290

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design: M 18 / H 20 [4]
Operating: 22.7 metric ton = 25.0 tons (No rating analysis or evaluation performed [5])
Inventory: 17 metric ton = 18.7 tons (No rating analysis or evaluation performed [5])

Appraisal
Structural: Meets minimum tolerable limits to be left in place as is [4]
Deck Geometry: Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Inspections
Date: April 1999 [499] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.5 km = 0.3 mi
Traffic
ADT: 10350 (2013) and Trucks: 21%
Future ADT: 14490 (In 2033 )

FM 577 over HIGGINS BRANCH (Route: 577)
Num:172390244701005x
Open: no restriction [A]
Built: 1959, Reconstructed: 1975
Historic: Historical significance is not determinable at this time. [4]

Google Streetview (If Available)

Rough Distance: 0.4 Miles (0.7 Kilometers)

Bridge Type
Main Span(s): Concrete [1] Culvert [19]
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: 16.8 m = 55.1 ft
Main Spans: 6 at 1.8 m = 5.9 ft
Approach Spans: 0
Skew: 25
Width, Roadway: 0 m = 0.0 ft (3 Lanes) and Out-To-Out: 0 m = 0.0 ft for a 13.1 m = 43.0 ft approaching roadway.
Vertical Clearance: 99.99 m = 328.1 ft and Navigational Clearance: 0 = N/A

Location
Brenham [10156]: Washington County [477], Texas [48]
Owned by State Highway Agency [01], DOT District: 17
0.3 MI E OF BS 36

Condition
Deck: Not Applicable [N]
Superstructure: Not Applicable [N]
Substructure: Not Applicable [N]
Loading
Design:
Operating: 32.7 metric ton = 36.0 tons ()
Inventory: 24.5 metric ton = 27.0 tons ()

Appraisal
Structural: Equal to present minimum criteria [6]
Deck Geometry: N/A [N]
Road Alignment: Equal to present desirable criteria [8]
Waterway: Equal to present minimum criteria [6] and Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Inspections
Date: April 1999 [499] and Frequency: 24

Future Work
Work Needed:
Bridge Detour: 0.2 km = 0.1 mi
Traffic
ADT: 10177 (2019) and Trucks: 5%
Future ADT: 5610 (In 2033 )