Fr-NB-19.06-B - Field Inspection Form.xlsx
XLSX spreadsheet 2 MB 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 file "Fr-NB-19.06-B - Field Inspection Form.xlsx" is an MBTA Excess Retaining System (ERS) Field Inspection Form for the Franklin Line, specifically covering a section between mile points 19.06 and 19.09 in Walpole, Massachusetts. The comprehensive form provides a detailed inspection template for various engineering structural elements including steel, concrete, timber, masonry, mechanically stabilized earth (MSE), granite/rockery, anchors, weep holes, construction joints, expansion joints, panel joints, miscellaneous attachments, and slope stability. The form includes an extensive defect code reference system with categories such as abrasion/wear, corrosion, cracking, bulging/distortion, erosion/scour, and vegetation growth, allowing inspectors to systematically document and categorize potential structural issues across different material types.
The inspection form is designed to capture granular details about infrastructure condition, with specific sections for recording vertical and horizontal scales, station locations, defect classifications, quantities, dimensions, and additional comments. Each section of the form is structured to assess different material-specific potential defects, enabling a comprehensive evaluation of the retaining structure's integrity. The form's structure suggests it is part of a rigorous infrastructure maintenance and monitoring protocol, likely used to track and manage potential structural vulnerabilities, plan maintenance interventions, and ensure ongoing safety and performance of transportation infrastructure assets.
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Cover Sheet
| MBTA ERS FIELD INSPECTION FORMS | |||||||
| ERS ID No.: | Fr-NB-19.06-B | Line (Baseline) | Franklin | Inspection Date | 10/15/24 | ||
| Start (Mile Point/Stationing): | 19.06 | End (Mile Point/Stationing): | 19.09 |
| Service Line: | Transit | Red Line | Orange Line | Green Line | Blue Line | ||||||
| FALSE | FALSE | FALSE | FALSE | ||||||||
| Commuter Rail | Franklin Line | ||||||||||
| TRUE | |||||||||||
| Other | |||||||||||
| FALSE | |||||||||||
| City/Town: | Walpole |
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): | 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 |
| 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 | ERROR:#VALUE! | ||||||||
| ERROR:#VALUE! |
3-Timber ERS
| ERS Field Inspection Form | ||||||||||
| TIMBER ERS FACING (SF) | ||||||||||
| Line (Baseline): | Franklin | ERS ID Number: | Fr-NB-19.06-B | Section No: | ||||||
| Structure Type, Main: | Crib | Start (Mile Point/Stationing): | 19.06 | End (Mile Point/Stationing): | 19.09 | |||||
| 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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