| A | B | C | D | E | F | G | H | I | J | K | L | M | N | O | P | Q | R | S | T | U | V | W | X | Y | Z | |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
1 | Action Name | Assign To: | Typical Priority | When to assign High Priority | Notes: | |||||||||||||||||||||
2 | -------- Deck -------- | Do not use | ||||||||||||||||||||||||
3 | Apply Deck Overlay (Bare Deck) | Structures | Medium | Leaking through the deck causing CS3 | Overlays include Waterproofing membrane and Healer/Sealer | |||||||||||||||||||||
4 | Replace/Repair Deck Overlay | Structures | Medium | Leaking through the deck causing CS3 | Overlays include Waterproofing membrane and Healer/Sealer | |||||||||||||||||||||
5 | Remove Underside Spalls | Maintenance | High (Safety) | Only use High Priority | Use Remove Loose Concrete Item for Loose concrete over Traffic (Send Email to Inspection Manager and Emergency and Maintenance Coordinator) | |||||||||||||||||||||
6 | Install False Decking | Structures | High | Only use High Priority | Catch system for falling concrete. Send e-mail to Bridge Inspection Manager and Bridge Maintenance Cord. | |||||||||||||||||||||
7 | Patch Structural Pothole | Structures | Medium | When deck has more than 20% potholes or a blow through | If more than 30% use Rehab Deck Item | |||||||||||||||||||||
8 | Deck Pothole Patching | Structures | Medium | The pothole is below the top mat of rebar | ||||||||||||||||||||||
9 | Repair Deck Overhang / Edge | Structures | Low | Extensive section loss of reinforcement through out. | Use Remove Loose Concrete Item for Loose concrete over Traffic | |||||||||||||||||||||
10 | Remove Debris from Deck / Shoulder | Maintenance | Routine | NA | ||||||||||||||||||||||
11 | Crack Seal Deck Asphalt | Maintenance | Routine | NA | ||||||||||||||||||||||
12 | Rehab Deck | Structures | High | Only use High Priority | Use if deck has more than 30% potholes | |||||||||||||||||||||
13 | -------- Approach -------- | Do not use | ||||||||||||||||||||||||
14 | Approach Slab Pothole Patching | Structures | Medium | The pothole is below the top mat of rebar | ||||||||||||||||||||||
15 | Patch Approach Slab Potholes | Structures | Medium | When Approach Slab has > 20% potholes | ||||||||||||||||||||||
16 | Rehab Approach Slab | Structures | Medium | If measured settlement is > 3" | ||||||||||||||||||||||
17 | Crack Seal Approach Asphalt | Maintenance | Routine | If settlement is actively occurring due to water penetrating the approach | ||||||||||||||||||||||
18 | -------- Parapets -------- | Do not use | ||||||||||||||||||||||||
19 | Paint / Seal Parapets | Structures | Medium | Parapets have reinforcing exposed throughout. | ||||||||||||||||||||||
20 | Repair Parapets | Structures | Medium | Maintaince crews repairing Parapets | Repairs as coordinated with Structures Group | |||||||||||||||||||||
21 | Rehab Parapets | Structures | Medium | If damage to the Parapet causes it to no longer be crash worthy (High Safety) | ||||||||||||||||||||||
22 | Repair Fencing | Maintenance | Medium | If pedestrians have reasonable access affected area (High Safety) | If repair includes parapet repair (pole base /pocket repair), assign to structures | |||||||||||||||||||||
23 | Update Barrier to Standards | Structures | Medium (Safety) | |||||||||||||||||||||||
24 | -------- Joints -------- | Do not use | ||||||||||||||||||||||||
25 | Repair Expansion Joint | Structures | Medium | Heavy deterioration occurring to super or substructures due to water leaking | ||||||||||||||||||||||
26 | Seal Relief / Backwall Joints | Maintenance | Routine | Heavy deterioration occurring to super or substructures due to water leaking | ||||||||||||||||||||||
27 | Rehab Expansion Joints | Structures | Medium | Heavy deterioration occurring to super or substructures due to water leaking or is a sliding plate | Includes extensive spalling along joint headers | |||||||||||||||||||||
28 | Remove Debris from Joints | Maintenance | Routine | If joint or gland is full of debris | ||||||||||||||||||||||
29 | -------- Super -------- | Do not use | ||||||||||||||||||||||||
30 | Clean & Paint Bearing Units | Structures | Medium | If bearings are in CS3 | If bearings are in CS4, use Repair/Replace/Reset Bearings item | |||||||||||||||||||||
31 | Repair/Replace/Reset Bearings | Structures | High | Only use High Priority | ||||||||||||||||||||||
32 | Repair Beam / Girder (Collision Damage) | Structures | Medium | If damage is significantly reducing load capacity or showing severed prestressing strands | If high priority, send e-mail to Bridge Inspection Manager and Bridge Maintenance Cord. | |||||||||||||||||||||
33 | Repair Beam / Girder Ends | Structures | Medium | If girder is at risk of loosing bearing capacity | ||||||||||||||||||||||
34 | Replace Pin and Hanger | Structures | High | Only use High Priority | Only use if defects are found in the Pin, or Hanger has lateral deformation due to pack rust. Send e-mail to Bridge Inspection Manager and Bridge Maintenance Cord. | |||||||||||||||||||||
35 | Repair Beam / Girder | Structures | Medium | Girder or Beam deterioration is causing loss of load capacity or prestressing strands are severed. Steel has cracking or extreme section loss. Beams are showing new signs of loss of camber (sagging). | ||||||||||||||||||||||
36 | Repair Prestressing Strand | Structures | High | Only use High Priority | Prestressing strands are broken / frayed | |||||||||||||||||||||
37 | Repair Diaphragm | Structures | Low | If diaphragm is a primary load carrying member (curved girders) or at risk of falling. | ||||||||||||||||||||||
38 | Epoxy Inject Cracks in Girders | Structures | High | Only use High Priority | ||||||||||||||||||||||
39 | Remove Debris from Bearings | Maintenance | Medium | Debris are causing accelerated deterioration of primary structure elements | ||||||||||||||||||||||
40 | Power Wash Structural Elements | Maintenance | Medium | NA | E-mail Bridge Inspection Manager to add to Desk Review Audit | |||||||||||||||||||||
41 | Repaint Steel Superstructure | Structures | Medium | Measureable section loss occurring in > 5% of steel or more than 33% of coating in CS4 | Note amount of exposed steel in % | |||||||||||||||||||||
42 | Repair Misc. Steel | Structures | Medium | If affecting primary load path. | For Cracking of steel Connectors or extreme section loss. Also use for broken, loose or missing connection plates. | |||||||||||||||||||||
43 | -------- Substructure -------- | Do not use | ||||||||||||||||||||||||
44 | Repair Bent / Pier Cap | Structures | Medium | Deterioration is causing significant loss of load capacity | ||||||||||||||||||||||
45 | Repair Pier Wall | Structures | Medium | Deterioration is causing significant loss of load capacity | ||||||||||||||||||||||
46 | Repair Column | Structures | Medium | Deterioration is causing significant loss of load capacity | ||||||||||||||||||||||
47 | Seal Column | Maintenance | Low | NA | If column has large spalls with exposed reinforcement or heavy delams, use repair column item. | |||||||||||||||||||||
48 | Repair Pedestal | Structures | Medium | There is a loss of bearing area | ||||||||||||||||||||||
49 | Repair Wingwall | Structures | Low | Wingwall has significant tipping or has a loss of structural integrity | ||||||||||||||||||||||
50 | Repair Abutment | Structures | Low | Abutment has significant tipping, settlement or has a loss of structural integrity | ||||||||||||||||||||||
51 | Maintain Slope Protection Joints | Maintenance | Routine | NA | Includes removing vegetation and resealing joints around slope protection panels | |||||||||||||||||||||
52 | Repair Concrete Slope Protection | Maintenance | Routine | Erosion causing settlement of the panels | ||||||||||||||||||||||
53 | -------- Channel -------- | Do not use | ||||||||||||||||||||||||
54 | Repair & Restore Channel | Structures | Medium | Causing scour of structure or significant alignment issues | ||||||||||||||||||||||
55 | Install Scour Countermeasures | Structures | Medium | Bridge is Scour Critical | ||||||||||||||||||||||
56 | Repair Scour Damage / Install Scour Countermeasures | Structures | Medium | Bridge is Scour Critical or significant undermining of substructure | E-mail Bridge Inspection Manager and Program Manager for Hydraulics Review | |||||||||||||||||||||
57 | Remove Debris or Vegetation | Maintenance | Medium | Affecting channel alignment, or negatively affecting max channel flow | Can also be used to remove vegetation impleading inspection | |||||||||||||||||||||
58 | Remove Sediment | Maintenance | Medium | If freeboard is less than 75% of intended | ||||||||||||||||||||||
59 | ---- Drainage ---- | Do not use | ||||||||||||||||||||||||
60 | Modify Drain(s) | Structures | Medium | NA | Use if drains are causing wheel traps or ponding is occurring | |||||||||||||||||||||
61 | Extend Drains Below Superstructure | Maintenance | Medium | Heavy deterioration occurring to super or substructures due to water | If it is hard to access drain area, assign to structures. | |||||||||||||||||||||
62 | Removed Debris from Drain | Maintenance | Routine | Drain completely plugged. | ||||||||||||||||||||||
63 | Repair Erosion (From Roadway Runoff) | Maintenance | Routine | Causing settlement of abutment or wingwalls | For erosion caused by water from the roadway | |||||||||||||||||||||
64 | ---- Signs ---- | Do not use | ||||||||||||||||||||||||
65 | Replace Missing Prpt Delineators | Maintenance | Medium (Safety) | NA | Typically used for curved bridges | |||||||||||||||||||||
66 | Update / Install Clearance Signs | Maintenance | Medium (Safety) | If the structure has a clearance less than 16 FT and doesn't have a sign. If the current clearance sign shows a clearance greater than the structure will allow. High (Safety) | Send e-mail to Bridge Inspection Manager and Bridge Maintenance Cord. for High priorities. | |||||||||||||||||||||
67 | Update / Install Load Limit Sign | Maintenance | High (Safety) | NA | Send e-mail to Bridge Management Engineer | |||||||||||||||||||||
68 | Update / Repair Other Signing | Maintenance | Medium (Safety) | NA | ||||||||||||||||||||||
69 | Install / Replace Object Markers | Maintenance | Medium (Safety) | NA | ||||||||||||||||||||||
70 | Install Advance Warning Signs | Maintenance | Medium (Safety) | NA | ||||||||||||||||||||||
71 | ---- Safety ---- | Do not use | ||||||||||||||||||||||||
72 | Repair Roadway Approach Barrier | Maintenance | Medium | If damage causes the barrier to no longer function properly or be crash worthy. High (Safety) | ||||||||||||||||||||||
73 | Update Roadway Approach Barrier | Structures | Medium (Safety) | Barrier is grossly under designed for current traffic. High (Safety) | ||||||||||||||||||||||
74 | Repair End Treatment | Maintenance | Medium | If damage causes the barrier to no longer function properly or be crash worthy. High (Safety) | ||||||||||||||||||||||
75 | Update End Treatment | Structures | Medium (Safety) | Barrier is grossly under designed for current traffic. High (Safety) | ||||||||||||||||||||||
76 | Update Prpt to Approach Rail Connect | Structures | Medium (Safety) | NA | Use if Transition Section needs to be updated. | |||||||||||||||||||||
77 | Remove Loose Concrete | Maintenance | High (Safety) | NA | Send e-mail to Bridge Inspection Manager and Bridge Maintenance Cord. | |||||||||||||||||||||
78 | Repair Sidewalk | Maintenance | Medium (Safety) | If there is a sever risk to pedestrians | ||||||||||||||||||||||
79 | Repair Lighting | Maintenance | Medium (Safety) | NA | ||||||||||||||||||||||
80 | -------- Other -------- | Do not use | ||||||||||||||||||||||||
81 | Repair Utility | Structures | Medium | If leaking utility is causing damage to structure. | Send e-mail to Bridge Inspection Manager and Bridge Maintenance Cord. if high priority. | |||||||||||||||||||||
82 | Remove Graffiti | Maintenance | Medium | NA | ||||||||||||||||||||||
83 | Rehab Timber | Structures | Medium | If there is extensive section loss | For use on all timber elements | |||||||||||||||||||||
84 | Rehab Culvert | Structures | Medium | If there is extensive section loss | ||||||||||||||||||||||
85 | Lidar | Structures | Medium | NA | Lidar clearances or another element to monitor movement | |||||||||||||||||||||
86 | Other | Structures | Assign as determined by Inspector | If commonly using this item, e-mail Bridge Inspection Manager to add item to list | ||||||||||||||||||||||
87 | ||||||||||||||||||||||||||
88 | ||||||||||||||||||||||||||
89 | ||||||||||||||||||||||||||
90 | ||||||||||||||||||||||||||
91 | ||||||||||||||||||||||||||
92 | ||||||||||||||||||||||||||
93 | ||||||||||||||||||||||||||
94 | ||||||||||||||||||||||||||
95 | ||||||||||||||||||||||||||
96 | ||||||||||||||||||||||||||
97 | ||||||||||||||||||||||||||
98 | ||||||||||||||||||||||||||
99 | ||||||||||||||||||||||||||
100 |