Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 6, 2019, 07:44 AM

  • G 0115_G 0114_562019_045039.mp4

Date
05/06/2019
W/O
0767444
Weather
Light Rain
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01442
Time
12:44 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1196
Sewer Name
G JOINT OUTFALL G - UNIT 8
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
21
Purpose
Capital Improvement Program Assesment
Project
20190503MDM_JOINT_OUTFALL_G_UNIT_8
Material
RCP-CTL
Shape
Circular
Height
48 in.
Upstream MH
G 0115
Downstream MH
G 0114
Dir. of Survey
Downstream
Length Surveyed
305.7 ft.
Total Length
305.7 ft.
Structural Index
5
Structural Quick
5741
Structural Rating
39
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
—
Overall Rating
44
Pipe schematic from manhole G 0115 to G 0114
MH: G 0115MH: G 0114downstream0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:40AM0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. MGO - General Observation - 90% TILES MISSING START2 ft. MGO - General Observation - 70% MAG COAT START2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED MISSING2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES24.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR28.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR60.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR169 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN CIRCUM REBAR255 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR290.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED BROKEN REBAR305.3 ft. MGO - General Observation - 70% MAG COAT FINISH305.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG AREAS OF MISSING TILES305.3 ft. MGO - General Observation - 90% MISSING TILES FINISH305.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR BROKEN MISSING305.7 ft. AMH - Downstream Manhole, Survey Ends - 5:20AM

Observation photos (11)

  • General Observation - 90% TILES MISSING START

    2 ft. - General Observation - 90% TILES MISSING START

  • General Observation - 70% MAG COAT START

    2 ft. - General Observation - 70% MAG COAT START

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED MISSING

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED MISSING

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

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

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    24.2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    28.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR

    60.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN CIRCUM REBAR

    169 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR

    255 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED BROKEN REBAR

    290.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED BROKEN REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR BROKEN MISSING

    305.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR BROKEN MISSING

All inspections of P01442Work order 0767444

Observations (18)

DistanceCodeObservation
255SRCBROKEN REBAR
305.3MGO70% MAG COAT FINISH
24.2SRCBROKEN MISSING REBAR
290.3SRCCORRODED BROKEN REBAR
2MGO90% TILES MISSING START
0MWL—
0AMH4:40AM
60.8SRCCORRODED MISSING REBAR
305.7AMH5:20AM
2MGO70% MAG COAT START
2SRCLONG & CIRCUM REBAR CORRODED MISSING
305.3SAMSEVERE AGG AREAS OF MISSING TILES
0MWM—
305.3MGO90% MISSING TILES FINISH
169SRCBROKEN CIRCUM REBAR
28.6SRCBROKEN MISSING REBAR
305.3SRCLONG & CIRCUM REBAR BROKEN MISSING
2SAMSEVERE AGG AREAS OF MISSING TILES

Properties (6)

custom_field_three
LONG & CIRCUM REBAR BROKEN & MISSING
custom_field_two
1
customer
LACSD
datetime
2019-05-06T00:44:50-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false