WSSC_WW_Engineering_BOA_-_TO1_ATS_Condition_Assessment_Briefing.pdf

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Attached to
102" Anacostia Trunk Sewer Rehabilitation Phase 2 - Progressive Design-Build
Solicitation number
106580
Issued by
Prince George's County, Maryland

About this file

This is a condition assessment briefing document for the Washington Suburban Sanitary Commission (WSSC) Wastewater Engineering Department, detailing the results of inspections completed on the Anacostia Trunk Sewer (ATS) system during the weeks of April 1st and 8th, 2024. The assessment involved seven total deployments using sonar and visual inspection equipment to evaluate the condition of 18 sewer segments ranging from 60 to 102 inches in diameter, with a combined length of approximately 12,118 feet. Of the segments inspected, 12 were completed, 2 were partially completed due to heavy debris, and 4 could not be inspected because they were full of debris. The inspection work was temporarily halted on April 1st due to a rapid increase in flows within the 102-inch pipe from 20 percent to 70 percent capacity. The assessment identified significant structural issues including wall loss with exposed and corroded inner cage reinforcement in reinforced concrete pipe (RCP) segments, exposed and corroded steel cylinders in reinforced concrete cylinder pipe (RCCP) segments, infiltration staining and runners at joints, localized deformation at joints in spiral-wound polyvinyl chloride (PVC) pipe, and surface cracks in multiple segments.

The preliminary condition assessment results provide critical baseline data for the related 102-inch Anacostia Trunk Sewer Rehabilitation Phase 2 Progressive Design-Build project, for which the WSSC is soliciting sealed responses due by 2:00 p.m. on Tuesday, June 23, 2026, via the WSSC eProcurement Portal. The inspection findings document the extent of structural deterioration across the system, with the most severe conditions observed in the 102-inch RCP segments (09012018S and 09012112S), where wall loss has exposed inner cage reinforcement to the extent of compromising structural integrity. The assessment results will inform design and rehabilitation specifications for the progressive design-build contract, establishing the scope and priority of repair work needed across the affected segments.

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Text version

Wastewater Engineering BOA

Task Order No. 1

Anacostia Trunk Sewer

Condition Assessment

WSSC Water

Utility Services Department

April 22, 2024

Overview

WSSC Wastewater Engineering – Anacostia Trunk Sewer Condition Assessment

• Inspections completed the weeks of April 1st and

April 8th over a total of five (5) working days

• Seven (7) total deployments with Responder and

Sub (Sonar only)

• Rapid increase in flows within 102” on April 1st from 20% to 70%+ capacity which temporarily halted inspection work

• Completion status

• 18 total segments per WSSC work release

• 12 segments complete

• 2 segments partially completed; MSA due to heavy debris in line

• 4 segments full of debris (on 72” pipe)

Inspection Completion Summary

WSSC Wastewater Engineering – Anacostia Trunk Sewer Condition Assessment

Sewer ID Material Size Length Upstream ID Downstream ID Inspection Status Notes

09012018S R 102 973.4 09012018J 09012112T Complete

09012112S R 102 518.5 09012112T 09012017M Complete

09012017S R 102 394.0 09012017M 09012016T Complete

09012016S R 102 623.1 09012016T 09012015U Complete

09012015S R 102 1238.1 09012015U 09012014T Partial Heavy debris in line

09012083S R 102 2871.4 09012014T 09012013J Complete

09012084S R 72 1057.0 09012018J 09012048M Complete

09012048S R 72 94.9 09012048M 09012047M Complete

09012047S R 72 710.7 09012047M 09012046M Complete

09012046S R 72 685.4 09012046M 09012085M Complete

09012085S R 72 660.1 09012085M 09012045M Complete

09012045S R 72 608.4 09012045M 09012044M Complete

09012044S R 60 1191.3 09012044M 09012043M Partial Heavy debris in line

09012043S R 72 791.2 09012043M 09012042M Not inspected Line full of debris

09012042S R 72 151.3 09012042M 09012041M Not inspected Line full of debris

09012041S R 72 120.8 09012041M 09012040U Not inspected Line full of debris

09012040S R 72 140.8 09012040U 09012029M Not inspected Line full of debris

09012013S R 72 931.6 09012029M 09012013J Complete

MSI Inspection

Sonar Inspection Only

Could Not Inspect

Preliminary Condition Assessment Summary

WSSC Wastewater Engineering – Anacostia Trunk Sewer Condition Assessment

Sewer ID Upstream ID Downstream ID Inspection Status Condition Comments

09012018S 09012018J 09012112T Complete Wall loss to extent of exposing inner cage throughout, appears barely still engaged.

09012112S 09012112T 09012017M Complete Wall loss to extent of exposing inner cage throughout, appears barely still engaged.

09012017S 09012017M 09012016T Complete Localized areas of inner cage exposed, still engaged. One possible minor and localized longitudinal crack observed.

09012016S 09012016T 09012015U Complete Localized areas of inner cage exposed, still engaged. One possible minor and localized longitudinal crack observed

09012015S 09012015U 09012014T Partial Sonar only – not yet evaluated

09012083S 09012014T 09012013J Complete Sonar only – not yet evaluated.

09012084S 09012018J 09012048M Complete Infiltration staining throughout.

09012048S 09012048M 09012047M Complete Possible minor surface cuts from equipment or debris.

09012047S 09012047M 09012046M Complete No significant observations.

09012046S 09012046M 09012085M Complete ~ 5% deformation at joints observed, possible infiltration staining throughout, infiltration runner at joint at 443’.

09012085S 09012085M 09012045M Complete Infiltration runner at joint at 28’.

09012045S 09012045M 09012044M Complete Possible localized crack multiple observed at 12 o'clock at 536’.

09012044S 09012044M 09012043M Partial Exposed steel cylinder (corroded) at 11 to 1 o'clock, typical throughout length.

09012043S 09012043M 09012042M Not inspected Not inspected.

09012042S 09012042M 09012041M Not inspected Not inspected.

09012041S 09012041M 09012040U Not inspected Not inspected.

09012040S 09012040U 09012029M Not inspected Not inspected.

09012013S 09012029M 09012013J Complete Exposed steel cylinder (corroded) at 11 to 1 o'clock, typical throughout length.

MSI Inspection

Sonar Inspection Only

Could Not Inspect

09012016T to 09012015U RCP with localized inner cage exposed/corroded

WSSC Wastewater Engineering – Anacostia Trunk Sewer Condition Assessment

09012015U to 09012014T RCP with inner cage exposed/corroded, but barely still engaged

09012029U to 09012013J RCCP with steel cylinder corroded/exposed at 11 to 1 o’clock

09012029U to 09012013J RCCP with steel cylinder corroded/exposed at 11 to 1 o’clock (detailed view)

09012046M to 09012085M Spiral-wound PVC

~5% deformation at top of joint Infiltration runner at joint

09012999M to 09012112T RCP with inner cage exposed, but barely still engaged

Slide 1
Slide 2: Overview
Slide 3: Inspection Completion Summary
Slide 4: Preliminary Condition Assessment Summary
Slide 5: 09012016T to 09012015U RCP with localized inner cage exposed/corroded
Slide 6: 09012015U to 09012014T RCP with inner cage exposed/corroded, but barely still engaged
Slide 7: 09012029U to 09012013J RCCP with steel cylinder corroded/exposed at 11 to 1 o’clock
Slide 8: 09012029U to 09012013J RCCP with steel cylinder corroded/exposed at 11 to 1 o’clock (detailed view)
Slide 9: 09012046M to 09012085M Spiral-wound PVC
Slide 10: 09012999M to 09012112T RCP with inner cage exposed, but barely still engaged
Slide 11

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