Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 15, 2019, 12:39 PM
  • E 0191_01 0423_2152019_044017.mp4

Date
02/15/2019
W/O
0755136
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00208
PipeID
P02157
Time
4:39 AM
Certificate
U-104-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H1113
Sewer Name
01 HOLMES-WILLOWBROOK TRUNK
City
SOUTH GATE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20190215MDM_HOLMES_WILLOWBROOK_TRUNK
Material
NRCP
Shape
Circular
Height
18 in.
Upstream MH
01 0423
Downstream MH
E 0191
Dir. of Survey
Upstream
Length Surveyed
95.2 ft.
Total Length
95.2 ft.
Structural Index
3
Structural Quick
4223
Structural Rating
14
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
Overall Rating
14
Pipe schematic from manhole 01 0423 to E 0191
MH: 01 0423MH: E 0191upstream0 ft. AMH - Upstream Manhole, Survey Ends - 5:20AM0.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish - PEELING CONCRETE SEVERE AGG ATTACHED0.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.5 ft. MGO - General Observation - MAG COAT 30% FINISH0.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE23.6 ft. MGO - General Observation - 30% MAG COAT ATART38.3 ft. SSS - Surface Spalling, from 01 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATT ACHED79.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING CONCRETE SEVERE AGG ATTACHED79.7 ft. SAM - Surface Aggregate Missing, from 09 to 11 o'clock, within 8 inches of joint: NO - SEVERE VAGG87.2 ft. MGO - General Observation - OLD WATER LEVEL 60% UNDER MAG COAT93.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT93.2 ft. MGO - General Observation - MAG COAT 95% START93.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT95.2 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active95.2 ft. MWL - Water Level, 5 %of cross sectional area - NO FLOW STOPLOG UPSTREAM95.2 ft. AMH - Downstream Manhole, Survey Begins - 5:05AM95.2 ft. MWM - Water Mark, 20 %of cross sectional area

Observation photos (8)

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

    2 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT

  • General Observation - MAG COAT 95% START

    2 ft. - General Observation - MAG COAT 95% START

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • General Observation - OLD WATER LEVEL 60% UNDER MAG COAT

    8 ft. - General Observation - OLD WATER LEVEL 60% UNDER MAG COAT

  • Surface Aggregate Missing, from 09 to 11 o'clock, within 8 inches of joint: NO - SEVERE VAGG

    15.5 ft. - Surface Aggregate Missing, from 09 to 11 o'clock, within 8 inches of joint: NO - SEVERE VAGG

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING CONCRETE SEVERE AGG ATTACHED

    15.9 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Spalling, from 01 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATT ACHED

    56.9 ft. - Surface Spalling, from 01 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATT ACHED

  • General Observation - 30% MAG COAT ATART

    71.6 ft. - General Observation - 30% MAG COAT ATART

Observations (17)

DistanceCodeObservation
2SAMSEVERE AGG UNDER MAG COAT
94.7SSSPEELING CONCRETE SEVERE AGG ATTACHED
56.9SSSPEELING CONCRETE SEVERE AGG ATT ACHED
2MGOMAG COAT 95% START
95.2AMH5:20AM
0MGOConn. @ Mh, 9 O' Clock. Active
0MWLNO FLOW STOPLOG UPSTREAM
94.7SAMSEVERE AGG
15.9SSSPEELING CONCRETE SEVERE AGG ATTACHED
0AMH5:05AM
94.7MGOMAG COAT 30% FINISH
94.7SSSBLISTERING PEELING CONCRETE
71.6MGO30% MAG COAT ATART
15.5SAMSEVERE VAGG
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
8MGOOLD WATER LEVEL 60% UNDER MAG COAT
0MWM

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
2
customer
LACSD
datetime
2019-02-15T04:39:22-08:00
documentation
MARTIN,REVELES,CASTILLO
is_lateral_inspection
false