CCTV_104.04.25_to_104.04.26_Report.pdf

3 MB Posted

Attached to
Loomis Rd Sanitary Sewer Replacement & Relocation - Phase 2 - Rebid
Solicitation number
25-002-GEN
Issued by
Kenton County, Kentucky

About this file

Written by GovTribe AI ·

This document is a Closed-Circuit Television (CCTV) Pipe Inspection Report for a sanitary sewer pipeline project located on Terminal Drive in Hebron, conducted by J RAY for the owner Nelson Stark and customer Televac. The survey was performed on 12/24/2024, covering a 303.1-foot reinforced concrete pipe segment between manholes TPS.104.04.25 and TPS.104.04.26, with an upstream survey direction and a 15-inch circular pipe diameter. The inspection was completed using CCTV technology under dry weather conditions in a parking lot setting.

The inspection revealed several notable defects, including two broken pipe sections with exposed rebar at distances of 42.5 and 50.1 feet, one of which was noted as "fixed", and settled fine deposits at 33.8 feet covering 10% of the pipe. A point repair replacement using PVC was identified at 138.8 feet. The NASSCO C.C.T.V. Defect Code analysis resulted in a structural rating of 4200, a maintenance rating of 2100, and an overall rating of 4221, indicating moderate structural concerns that may require maintenance or rehabilitation. The pipe's structure received a peak grade of 2 and a mean grade of 1, suggesting some degradation but not immediate critical failure.

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Project Information Surveyor Name J RAY Certificate Number U-0618-0703002092

Owner NELSON STARK Customer TELEVAC

Drainage Area PO Number S2406594

Pipe Segment Reference Date 12/24/2024 08:13

Street TERMINAL DR City HEBRON

Comments

Manhole Upstream MH TPS.104.04.26 Rim to Invert (U)

Grade to Invert (U) Rim to Grade (U)

Downstream MH TPS.104.04.25 Rim to Invert (D)

Grade to Invert (D) Rim to Grade (D)

Pipe Use Sanitary Sewage Pipe Direction of Survey Upstream

Pipe Height (Diameter) 15 Width

Shape Circular Material Reinforced Concrete Pipe

Lining Method Pipe Joint Length

Total Length Length Surveyed 303.1

Year Constructed Year Renewed

Misc Flow Control Not Controlled Media Label DIGITAL

Purpose Maintenance Related Consequence of Failure

Pre-Cleaning Not Known Date Cleaned

Weather Dry - No Precipitation During Survey Location Code Parking Lot

Additional Info Location Details

Custom Custom 1 Custom 2

Custom 3 Custom 4 https://posmsoftware.com/

Custom 5 Custom 6

Custom 7 Custom 8

Custom 9 Custom 10

Project Reverse Setup ID Sheet (Group) Number

Imperial Units (US) True Pressure Value

Work Order Project NELSON STARK

Coating Method Completed Yes

Insp Tech Used CCTV Yes Laser No

Sidewall No Sonar No

Zoom No Other No

Inspection Inspection Status Complete Inspection

Reviewed By Reviewer Certificate Number

Count Groups Taps 0 Roots 0

Cracks / Fractures 0 Broken / Holes / Collapse 2

Deposits 1 Obstruction 0

Abandoned Survey 0

Scores Structure Peak Score 4 Structure Peak Grade 2

Structure Mean Score 0.03 Structure Mean Grade 1

Service Peak Score 2 Service Peak Grade 1

Service Mean Score 0.01 Service Mean Grade 1

NASSCO Ratings Structure Rating 4200 Structure Rating Number 8

Structure Rating Index 4 Maintenance Rating 2100

Maintenance Rating Number 2 Maintenance Rating Index 2

Overall Rating 4221 Overall Rating Number 10

Overall Rating Index

Project: NELSON STARK

Date: 12/24/2024 8:13:00 AM Pipe Segment Reference:

Street: TERMINAL DR Upstream MH: TPS.104.04.26

Length Surveyed: 303.1 Downstream MH: TPS.104.04.25

Run Number: Direction of Survey: Upstream

Height (Diameter): 15 Material: Reinforced Concrete Pipe

Distance Fault Observation Time Picture

0.0 Access Point Manhole

Severity: None Remarks: TPS.104.04.25

00:00:24 00:00:24

0.0 Miscellaneous Water Level

Severity: None Percent: 5

00:00:34 00:00:34 file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0821_AMH_0_U_16346.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0821_MWL_0_U_47886.jpg

33.8

Deposits Settled Fine Position: 6

Severity: None Percent: 10

Maint Weight: 2

00:02:09 00:02:09

42.5

Broken Position: 10 To 11

Severity: None Joint

Remarks: REBAR EXPOSED Struct Weight: 4

00:03:03 00:03:03

50.1

Broken Position: 10 To 11

Severity: None Joint

Remarks: FIXED Struct Weight: 4

00:04:34 00:04:34 file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0822_DSF_33.8_U_19432.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0823_B_42.5_U_6473.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0827_B_50.1_U_6205.jpg

138.8 Point Repair Replacement

Severity: None Remarks: PVC

00:07:49 00:07:49

303.1 Access Point Manhole

Severity: None Remarks: TPS.104.04.26

00:13:32 00:13:32 file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0830_RPR_138.8_U_25379.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0836_AMH_303.1_U_19947.jpg

Project: NELSON STARK Severity Date: 12/24/2024 8:13:00 AM Pipe Segment Reference:

Street: TERMINAL DR Upstream MH: TPS.104.04.26

Length Surveyed: 303.1 Downstream MH: TPS.104.04.25

Run Number: Direction of Survey: Upstream

Height (Diameter): 15 Material: Reinforced Concrete Pipe

ID Number: TPS.104.04.25

(0.0) AMH - Access Point Manhole Remark:

TPS.104.04.25

(0.0) MWL - Miscellaneous Water Level

(33.8) DSF - Deposits Settled Fine - Position: 6

(42.5) B - Broken - Position: 10 To 11 Remark: REBAR EXPOSED

(50.1) B - Broken - Position: 10 To 11 Remark: FIXED

(138.8) RPR - Point Repair Replacement Remark: PVC

(303.1) AMH - Access Point Manhole Remark: TPS.104.04.26

Total Distance: 303.1 ID Number: TPS.104.04.26 file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0821_AMH_0_U_16346.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0821_AMH_0_U_16346.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0821_MWL_0_U_47886.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0822_DSF_33.8_U_19432.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0822_DSF_33.8_U_19432.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0823_B_42.5_U_6473.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0823_B_42.5_U_6473.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0827_B_50.1_U_6205.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0827_B_50.1_U_6205.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0830_RPR_138.8_U_25379.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0830_RPR_138.8_U_25379.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0836_AMH_303.1_U_19947.jpg file:///D:/POSM/Video/NELSON%20STARK_TPS.104.04.26-TPS.104.04.25_12242024-0815_-1982/TPS.104.04.25-TPS.104.04.26_12242024-0836_AMH_303.1_U_19947.jpg

Nassco C.C.T.V. Defect Code Information Grade Structural O&M Overall

5 0 0 0

4 8 0 8

3 0 0 0

2 0 2 2

1 0 0 0

Overall 8 2 10

Number of Defects 2 1 3

Pipe Rating 4200 2100 4221

Pipe Ratings Index 4 2 3.3

Nassco C.C.T.V. Defect Code Information

Distance Video Ref Code Cont

Defect

Value

Joint

Circumferential Location

Dimension % At /

From To 1st 2nd

0 00:00:24

AMH - Access Point Manhole

TPS.104.04.25

0 00:00:34

MWL - Miscellaneous Water Level 5

33.8 00:02:09 129 DSF - Deposits Settled Fine 10 6

42.5 00:03:03 183 B - Broken X 10 11

REBAR EXPOSED

50.1 00:04:34 274 B - Broken X 10 11

FIXED

138.8 00:07:49

RPR - Point Repair Replacement

PVC

303.1 00:13:32

AMH - Access Point Manhole

TPS.104.04.26

Additional Reports for Session NELSON STARK

File details come from the government source that posted it. Updated .