This collection of information is mandatory (Title 23 USC section 144 and the CFR, 23 Highways Part 650, Subpart C National Bridge Inspection Standards and will be used to perform and report inventory data from highway bridges inspections on public roads, on the National Highway System. Public reporting burden is estimated to average 21 hour per response, including the time for reviewing instructions searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Please note that an agency may not conduct or sponsor, and a person is not required to respond to, a collection of information unless it displays a currently valid OMB control number. The OMB control number for this collection is 2125-0501. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to: Michael Howell Information Collection Clearance Officer, [email protected], Federal Highway Administration, 1200 New Jersey, Avenue, E64-433, SE, Washington, DC 20590.
MAP-21 Bridge Elements to be Collected Table
Bridge Elements Table
Element |
Units |
Element Number |
||||||||
Steel |
Prestressed Concrete |
Reinforced Concrete |
Timber |
Masonry |
Other |
|||||
Deck/Slab |
||||||||||
Deck |
SF |
|
13 |
12 |
31 |
|
60 |
|||
Open Grid Deck |
SF |
28 |
|
|
|
|
|
|||
Concrete Filled Grid Deck |
SF |
29 |
|
|
|
|
|
|||
Corrugated or Orthotropic Deck |
SF |
30 |
|
|
|
|
|
|||
Slab |
SF |
|
|
38 |
54 |
|
65 |
|||
Top Flange |
SF |
|
15 |
16 |
|
|
|
|||
Superstructure |
||||||||||
Closed Web/Box Girder |
LF |
102 |
104 |
105 |
|
|
106 |
|||
Girder/Beam |
LF |
107 |
109 |
110 |
111 |
|
112 |
|||
Stringer |
LF |
113 |
115 |
116 |
117 |
|
118 |
|||
Truss |
LF |
120 |
|
|
135 |
|
136 |
|||
Arch |
LF |
141 |
143 |
144 |
146 |
145 |
142 |
|||
Main Cable |
LF |
147 |
|
|
|
|
|
|||
Secondary Cable |
EA |
148 |
|
|
|
|
149 |
|||
Floor Beam |
LF |
152 |
154 |
155 |
156 |
|
157 |
|||
Pin, Pin and Hanger Assembly |
EA |
161 |
|
|
|
|
|
|||
Gusset Plate |
EA |
162 |
|
|
|
|
|
|||
Substructure |
||||||||||
Column |
EA |
202 |
204 |
205 |
206 |
|
203 |
|||
Column Tower (Trestle) |
LF |
207 |
|
|
208 |
|
|
|||
Pier Wall |
LF |
|
|
210 |
212 |
213 |
211 |
|||
Abutment |
LF |
219 |
|
215 |
216 |
217 |
218 |
|||
Pile Cap/Footing |
LF |
|
|
220 |
|
|
|
|||
Pile |
EA |
225 |
226 |
227 |
228 |
|
229 |
|||
Pier Cap |
LF |
231 |
233 |
234 |
235 |
|
236 |
|||
Culvert |
||||||||||
Culvert |
LF |
240 |
245 |
241 |
242 |
244 |
243 |
|||
Bridge Rail |
||||||||||
Bridge Rail |
LF |
330* |
|
331 |
332 |
334 |
333 |
|||
Joint |
||||||||||
Strip Seal |
LF |
300 |
||||||||
Pourable |
LF |
301 |
||||||||
Compression |
LF |
302 |
||||||||
Assembly with Seal (Modular) |
LF |
303 |
||||||||
Open |
LF |
304 |
||||||||
Assembly without Seal |
LF |
305 |
||||||||
Other |
LF |
306 |
||||||||
Bearing |
||||||||||
Elastomeric |
EA |
310 |
||||||||
Movable (roller, sliding, etc.) |
EA |
311 |
||||||||
Enclosed/Concealed |
EA |
312 |
||||||||
Fixed |
EA |
313 |
||||||||
Pot |
EA |
314 |
||||||||
Disk |
EA |
315 |
||||||||
Other |
EA |
316 |
||||||||
Wearing Surfaces and Protective Coatings |
||||||||||
Wearing Surfaces |
SF |
510 |
||||||||
Steel Protective Coating |
SF |
515 |
||||||||
Concrete Protective Coating |
SF |
521 |
*Element 330-Metal Bridge Rail may include steel or aluminum rails.
File Type | application/vnd.openxmlformats-officedocument.wordprocessingml.document |
Author | USDOT_User |
File Modified | 0000-00-00 |
File Created | 2021-01-26 |