Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 22, 2019, 09:14 AM

  • 02 1841_02 1840_2222019_012526.mp4

  • 02 1841_02 1840_2222019_014802.mp4

Date
02/22/2019
W/O
0745756
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00283
PipeID
P04186
Time
1:14 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1123
Sewer Name
02 MONTEBELLO INTERCEPTOR TRUNK, SECTS 1&2
City
COMMERCE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
17
Purpose
Capital Improvement Program Assesment
Project
20190222MDM_MONTEBELLO_INTERCEPTOR_TRUNK_SECTS_1_2
Material
Vitrified Clay Pipe
Shape
Circular
Height
30 in.
Upstream MH
02 1841
Downstream MH
02 1840
Dir. of Survey
Downstream
Length Surveyed
490.4 ft.
Total Length
490.4 ft.
Structural Index
4
Structural Quick
5541
Structural Rating
33
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
33
Pipe schematic from manhole 02 1841 to 02 1840
MH: 02 1841MH: 02 1840downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:25AM0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED55.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR72.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR89.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE115.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO307.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR358.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE361.8 ft. MGO - General Observation - 30" RCP490 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG490 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR490 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE490.4 ft. AMH - Downstream Manhole, Survey Ends - 2:20AM

Observation photos (9)

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

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

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED

    2 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    55.6 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    72.6 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    89.2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO

    115.9 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    307.3 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

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

    358.7 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • General Observation - 30" RCP

    361.8 ft. - General Observation - 30" RCP

All inspections of P04186Work order 0745756

Observations (16)

DistanceCodeObservation
0AMH1:25AM
490SAMSEVERE AGG
2SAMSEVERE AGG
115.9SRC—
490.4AMH2:20AM
89.2SSSBLISTERING PEELING CONCRETE
358.7SSSPEELING CONCRETE
490SRCLONG & CIRCUM REBAR
361.8MGO30" RCP
55.6SRCLONG CIRCUM REBAR
72.6SRCLONG & CIRCUM REBAR
0MWM—
2SRCLONG & CIRCUM REBAR CORRODED
490SSSBLISTERING PEELING CONCRETE
307.3SRCLONG CIRCUM REBAR
0MWL—

Properties (7)

additional_info
PIPE IS 'NOT' VCP IS RCP
custom_field_three
CORRODED REBAR
custom_field_two
2
customer
LACSD
datetime
2019-02-22T01:14:15-08:00
documentation
MARTIN,REVELES,OLIVER 111
is_lateral_inspection
false