MN-SB-06755-A - Field Inspection Form~1.xlsx
XLSX spreadsheet 312 KB Posted
- Attached to
- RFP 252F-24 Bridge Management System
- Solicitation number
- BD-24-1206-40000-40000-111953
- Issued by
- Suffolk County, Massachusetts
About this file
The document is an MBTA ERS (Earth Retaining Structure) Field Inspection Form for the Mattapan Line, covering a section from mile point 067+55 to 079+55 in Boston, Massachusetts, conducted on 10/15/24. The form is a comprehensive inspection template designed to systematically document and code various defect types across multiple structural elements including steel, concrete, timber, masonry, MSE (Mechanically Stabilized Earth), granite/rockery, anchors, weep holes, construction joints, expansion joints, panel joints, miscellaneous attachments, and slope stability. The inspection form provides detailed defect codes for each structural element category, allowing inspectors to precisely record and categorize potential structural issues, with specific codes for conditions such as corrosion, cracking, erosion, settlement, vegetation growth, and other structural deterioration indicators.
The field inspection form is part of a structured documentation process that supports infrastructure maintenance and assessment, enabling engineers and maintenance professionals to track the condition of earth retaining structures systematically. The form includes multiple sections with vertical and horizontal scales, allowing for precise location and measurement of defects, and provides space for detailed comments and dimensional information. While the form itself does not contain pricing or contractual information, it represents a critical component of infrastructure management, providing a standardized method for documenting and tracking potential structural vulnerabilities in transportation infrastructure elements.
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Text version
Cover Sheet
| MBTA ERS FIELD INSPECTION FORMS | |||||||
| ERS ID No.: | MN-SB-067+55-A | Line (Baseline) | Mattapan | Inspection Date | 10/15/24 | ||
| Start (Mile Point/Stationing): | 067+55 | End (Mile Point/Stationing): | 079+55 |
| Service Line: | Transit | Red Line | Orange Line | Green Line | Blue Line | ||||||
| FALSE | FALSE | FALSE | FALSE | ||||||||
| Commuter Rail | |||||||||||
| FALSE | |||||||||||
| Other | Mattapan Line | ||||||||||
| TRUE | |||||||||||
| City/Town: | Boston |
FIELD INSPECTION DEFECT CODES - QUICK REFERENCE
| GENERAL | STEEL ERS ELEMENTS | CONCRETE ERS ELEMENTS | |||
| 1010 | Abrasion/Wear | 2010 | Corrosion/Section Loss | 3010 | Cracking |
| 1020 | Bulging/Distortion | 2020 | Cracking | 3020 | Delamination/Patched Area |
| 1030 | Erosion/Scour | 3030 | Efflorescence/Rust Staining | ||
| 1040 | Grade Heave/Settlement Along Wall | 3040 | Exposed Rebar | ||
| 1050 | Horizontal Rotation/Settlement | 3050 | Spalling/Scaling |
| TIMBER ERS ELEMENTS | MASONRY ERS ELEMENTS | MSE ERS ELEMENTS | |||
| 4010 | Checks/Shakes | 5010 | Cracking/Voids | 6010 | Bowing |
| 4020 | Cracking | 5020 | Efflorescence/Rust Staining | 6020 | Cracking |
| 4030 | Decay/Rot | 5030 | Mortar Breakdown/Missing Mortar | 6030 | Delamination/Cracked Areas |
| 4040 | Fire Damage | 5040 | Spalls/Fractures | 6040 | Deterioration |
| 4050 | Insect Damage/Timber Borers | 6050 | Efflorescence/Rust Staining |
| GRANITE / ROCKERY ERS ELEMENTS | ANCHORS | WEEP HOLES | |||
| 7010 | Cracking/Voids | 8010 | Corrosion | 9010 | Blockage |
| 8020 | Nut Chuck | 9020 | Material Loss | ||
| 8030 | Bearing Plate and Bevel | ||||
| 8040 | Wall Deterioration | ||||
| 8050 | MSE Soil Reinforcing |
| CONSTRUCTION JOINTS | EXPANSION JOINTS | PANEL JOINTS | |||
| 1110 | Movement | 1210 | Movement | 1310 | Exposed Fabric |
| 1120 | Separation | 1220 | Separation | 1320 | Soil Movement |
| 1130 | Soil Movement | 1330 | Spacing |
| MISCELLANEOUS ATTACHMENTS | SLOPE STABILITY FRONT AND BACK OF ERS | ||
| 1410 | Corrosion | 1510 | Bulging/Distortion |
| 1420 | Weld | 1520 | Erosion/Scour |
| 1430 | Base Plate | 1530 | Grade Heave/Settlement Along Wall |
| 1440 | Bolt Pullout | ||
| 1450 | Wall Deterioration |
1 -Steel ERS
| ERS Field Inspection Form | ||||||
| STEEL ERS FACING (SF) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1010 | Abrasion/Wear | |||||
| 1020 | Bulging/Distortion | ERS Sketch | ||||
| 1030 | Erosion/Scour | |||||
| 1040 | Grade Heave/Settlement Along Wall | |||||
| 1050 | Horizontal Rotation/Settlement | |||||
| 1060 | Leakage | |||||
| 1070 | Vegetation Growth | |||||
| 1080 | Vertical Rotation/Tilting |
| 2010 | Corrosion/Section Loss |
| 2020 | Cracking |
Horiz. Scale
| Station | Defect | CS | Qty. (SF) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
2-Concrete ERS
| ERS Field Inspection Form | ||||||||||
| CONCRETE ERS FACING (SF) | ||||||||||
| Line (Baseline): | Mattapan | ERS ID Number: | MN-SB-067+55-A | Section No: | ||||||
| Structure Type, Main: | Cantilever | Start (Mile Point/Stationing): | 067+55 | End (Mile Point/Stationing): | 079+45 | |||||
| ELEMENT DEFECTS | Vert. Scale | |||||||||
| 1010 | Abrasion/Wear | |||||||||
| 1020 | Bulging/Distortion | ERS Sketch | ||||||||
| 1030 | Erosion/Scour | |||||||||
| 1040 | Grade Heave/Settlement Along Wall | |||||||||
| 1050 | Horizontal Rotation/Settlement | |||||||||
| 1060 | Leakage | |||||||||
| 1070 | Vegetation Growth | |||||||||
| 1080 | Vertical Rotation/Tilting |
| 3010 | Cracking |
| 3020 | Delamination/Patched Area |
| 3030 | Efflorescence/Rust Staining |
| 3040 | Exposed Rebar |
| 3050 | Spalling/Scaling |
Horiz. Scale
| Station | Defect | CS | Qty. (SF) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
3-Timber ERS
| ERS Field Inspection Form | ||||||
| TIMBER ERS FACING (SF) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1010 | Abrasion/Wear | |||||
| 1020 | Bulging/Distortion | ERS Sketch | ||||
| 1030 | Erosion/Scour | |||||
| 1040 | Grade Heave/Settlement Along Wall | |||||
| 1050 | Horizontal Rotation/Settlement | |||||
| 1060 | Leakage | |||||
| 1070 | Vegetation Growth | |||||
| 1080 | Vertical Rotation/Tilting |
| 4010 | Checks/Shakes |
| 4020 | Cracking |
| 4030 | Decay/Rot |
| 4040 | Fire Damage |
| 4050 | Insect Damage/Timber Borers |
| 4060 | Splits/Delamination |
Horiz. Scale
| Station | Defect | CS | Qty. (SF) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
4-Marsonry ERS
| ERS Field Inspection Form | ||||||
| MASONRY ERS FACING (SF) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1010 | Abrasion/Wear | |||||
| 1020 | Bulging/Distortion | ERS Sketch | ||||
| 1030 | Erosion/Scour | |||||
| 1040 | Grade Settlement/Heave Along Wall | |||||
| 1050 | Horizontal Rotation/Settlement | |||||
| 1060 | Leakage | |||||
| 1070 | Vertical Rotation/Tilting | |||||
| 1080 | Vegetation Growth |
| 5010 | Cracking/Voids |
| 5020 | Efflorescence/Rust Staining |
| 5030 | Mortar Breakdown/Missing Mortar |
| 5040 | Spalls/Fractures |
Horiz. Scale
| Station | Defect | CS | Qty. (SF) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
5-MSE ERS
| ERS Field Inspection Form | ||||||
| MSE ERS FACING (SF) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1010 | Abrasion Wear | |||||
| 1020 | Bulging/Distortion | ERS Sketch | ||||
| 1030 | Erosion/Scour | |||||
| 1040 | Grade Heave/Settlement Along Wall | |||||
| 1050 | Horizontal Rotation/Settlement | |||||
| 1060 | Leakage | |||||
| 1070 | Vegetation Growth | |||||
| 1080 | Vertical Rotation/Tilting |
| 6010 | Bowing |
| 6020 | Cracking |
| 6030 | Delamination/Cracked Areas |
| 6040 | Deterioration |
| 6050 | Efflorescence/Rust Staining |
| 6060 | Exposed Rebar |
Horiz. Scale
| Station | Defect | CS | Qty. (SF) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
6-Granite-Rockery
| ERS Field Inspection Form | ||||||
| GRANITE / ROCKERY ERS FACING (SF) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1010 | Abrasion Wear | |||||
| 1020 | Bulging/Distortion | ERS Sketch | ||||
| 1030 | Erosion/Scour | |||||
| 1040 | Grade Heave/Settlement Along Wall | |||||
| 1050 | Horizontal Rotation/Settlement | |||||
| 1060 | Leakage | |||||
| 1070 | Vegetation Growth | |||||
| 1080 | Vertical Rotation/Tilting |
7010 Cracking/Voids
Horiz. Scale
| Station | Defect | CS | Qty. (SF) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
7-Anchors
| ERS Field Inspection Form | |||||||||
| ERS ANCHORS (EA) | |||||||||
| Line (Baseline): | Franklin | ERS ID Number: | Section No: | ||||||
| Structure Type, Main: | Crib | Start (Mile Point/Stationing): | 19.06 | End (Mile Point/Stationing): | 19.09 | ||||
| ELEMENT DEFECTS | Vert. Scale | ||||||||
| 8010 | Corrosion | ||||||||
| 8020 | Nut Chuck | Sketch | |||||||
| 8030 | Bearing Plate and Bevel | ||||||||
| 8040 | Wall Deterioration | ||||||||
| 8050 | MSE Soil Reinforcing |
Horiz. Scale
| Station | Defect | CS | Qty. (ea) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
8-Weep Holes
| ERS Field Inspection Form | ||||||
| WEEP HOLES (EA) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 9010 | Blockage | |||||
| 9020 | Material Loss | Sketch |
Horiz. Scale
| Station | Defect | CS | Qty. (ea) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
9-Construction Joints
| ERS Field Inspection Form | ||||||
| ERS CONSTRUCTION JOINTS (EA) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1110 | Movement | |||||
| 1120 | Separation | Sketch | ||||
| 1130 | Soil Movement |
Horiz. Scale
| Station | Defect | CS | Qty. (ea) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
10-Expansion Joints
| ERS Field Inspection Form | ||||||
| ERS EXPANSION JOINTS (EA) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1210 | Movement | |||||
| 1220 | Separation | Sketch |
Horiz. Scale
| Station | Defect | CS | Qty. (ea) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
11-Panel Joints
| ERS Field Inspection Form | ||||||
| ERS PANEL JOINTS (EA) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1310 | Exposed Fabric | |||||
| 1320 | Soil Movement | Sketch | ||||
| 1330 | Spacing |
Horiz. Scale
| Station | Defect | CS | Qty. (ea) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
12-Misc Attach
| ERS Field Inspection Form | ||||||
| ERS MISCELLANEOUS ATTACHMENTS (EA) | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1410 | Corrosion | |||||
| 1420 | Weld | Sketch | ||||
| 1430 | Base Plate | |||||
| 1440 | Bolt Pullout | |||||
| 1450 | Wall Deterioration |
Horiz. Scale
| Station | Defect | CS | Qty. (ea) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
13-Slope Stability
| ERS Field Inspection Form | ||||||
| SLOPE STABILITY FRONT AND BACK OF ERS | ||||||
| Line (Baseline): | ERS ID Number: | Section No: | ||||
| Structure Type, Main: | Start (Mile Point/Stationing): | End (Mile Point/Stationing): | ||||
| ELEMENT DEFECTS | Vert. Scale | |||||
| 1510 | Bulging/Distortion | |||||
| 1520 | Erosion/Scour | Sketch | ||||
| 1530 | Grade Heave/Settlement Along Wall |
Horiz. Scale
| Station | Defect | CS | Qty. (lf) | Dimensions | Comments | ||||||
| L (ft-in) | x | W/H(ft-in) | x | D(in) | |||||||
| - | x | - | x |
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