Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 8, 2017, 01:15 PM
  • G 0115_G 0114_SI_InspDate_120535.mp4

Date
11/08/2017
W/O
0671874
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01442
Time
5:15 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G6864
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
Routine assessment
Project
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
301.8 ft.
Total Length
301.8 ft.
Structural Index
5
Structural Quick
5L4K
Structural Rating
570
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
Overall Rating
575
Pipe schematic from manhole G 0115 to G 0114
MH: G 0115MH: G 0114downstream0 ft. MWL - Water Level, 70 %of cross sectional area0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE0 ft. AMH - Upstream Manhole, Survey Begins - 5:15AM0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR AREAS OF MISSING TILES2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - AREAS OF MISSING TILES2 ft. MGO - General Observation - 60% MISSING TILES START4.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR MISSING21.4 ft. MGO - General Observation - MAG COAT 30% START24.2 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - CIRCUM32.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN & MISSING REBAR74.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR86 ft. MGO - General Observation - 90% TILES MISSING START281.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR295.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR301.2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG AREAS OF MISSING TILES301.2 ft. MGO - General Observation - MAG COAT 30% FINISH301.2 ft. MGO - General Observation - 90% MISSING TILES FINISH301.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR MISSING & SEVERELY CORRODED301.8 ft. AMH - Downstream Manhole, Survey Ends - 5:45AM

Observation photos (11)

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

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

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - AREAS OF MISSING TILES

    2 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - AREAS OF MISSING TILES

  • General Observation - 60% MISSING TILES START

    2 ft. - General Observation - 60% MISSING TILES START

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

    4.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR MISSING

  • General Observation - MAG COAT 30% START

    21.4 ft. - General Observation - MAG COAT 30% START

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - CIRCUM

    24.2 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - CIRCUM

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

    32.5 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

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

  • General Observation - 90% TILES MISSING START

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

  • Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR

    281.1 ft. - Surface Reinforcement Corroded, from 10 to 12 o'clock, within 8 inches of joint: NO - BROKEN REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR

    295.9 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - BROKEN REBAR

Observations (20)

DistanceCodeObservation
21.4MGOMAG COAT 30% START
301.2SAMSEVERE AGG AREAS OF MISSING TILES
0MWL
301.2MGOMAG COAT 30% FINISH
301.8AMH5:45AM
2SRCLONG & CIRCUM REBAR AREAS OF MISSING TILES
301.2MGO90% MISSING TILES FINISH
0MGOMH CONN 9:00 ACTIVE
4.3SRCLONG & CIRCUM REBAR MISSING
32.5SRCBROKEN & MISSING REBAR
2SAMAREAS OF MISSING TILES
301.2SRCLONG & CIRCUM REBAR MISSING & SEVERELY CORRODED
0AMH5:15AM
281.1SRCBROKEN REBAR
86MGO90% TILES MISSING START
295.9SRCBROKEN REBAR
0MWM
2MGO60% MISSING TILES START
24.2SRCCIRCUM
74.9SRCBROKEN MISSING REBAR

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED & MISSING
custom_field_two
1
customer
LACSD
datetime
2017-11-08T05:15:25-08:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false