Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 21, 2017, 10:13 AM

  • Section#2_08 0006_08 0005__12212017__G6889.mp4

Date
12/21/2017
W/O
0679385
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00016
PipeID
P00006
Time
2:13 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6889
Sewer Name
08 MAIN STREET TRUNK
City
CARSON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
02
Purpose
Capital Improvement Program Assesment
Project
20171221MDM_MAIN_STREET_TRUNK
Material
RCP-CTL
Shape
Circular
Height
33 in.
Upstream MH
08 0006
Downstream MH
08 0005
Dir. of Survey
Downstream
Length Surveyed
260.7 ft.
Total Length
260.7 ft.
Structural Index
5
Structural Quick
5I4I
Structural Rating
468
O&M Index
4
O&M Quick
514F
O&M Rating
141
Overall Index
4
Overall Quick
—
Overall Rating
609
Pipe schematic from manhole 08 0006 to 08 0005
MH: 08 0006MH: 08 0005downstream0 ft. MGO - General Observation - MH CONN 3:00 ACTIVE0 ft. AMH - Upstream Manhole, Survey Begins - 3:00AM0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWM - Water Mark, 70 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES2 ft. MGO - General Observation - MAG COAT 90% START 8:00 TO 2:002 ft. MGO - General Observation - 100% MISSING TILES 8:00 TO 2:00 START8 ft. DSZ - Deposits Settled Other, 40 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES - MISSONG TILES IN FLOW19.3 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR19.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LOND & CIRCUM REBAR UNDER MAG COAT68.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR UNDER MAG COAT74.6 ft. MGO - General Observation - 1 ROW TILES IN PLACE101.4 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO, Start - TILES IN FLOW127.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED REBAR UNDER MAG COAT247.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR260.1 ft. MGO - General Observation - MAG COAT 80% FINISH260.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR260.1 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG260.1 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO, Finish - TILES IN FLOW260.1 ft. MGO - General Observation - 100% MISSING TILES 10:00 TO 2:00 FINISH260.7 ft. AMH - Downstream Manhole, Survey Ends - 3:30AM

Observation photos (9)

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

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

  • General Observation - MAG COAT 90% START 8:00 TO 2:00

    2 ft. - General Observation - MAG COAT 90% START 8:00 TO 2:00

  • General Observation - 100% MISSING TILES 8:00 TO 2:00 START

    2 ft. - General Observation - 100% MISSING TILES 8:00 TO 2:00 START

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    19.3 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LOND & CIRCUM REBAR UNDER MAG COAT

    19.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LOND & CIRCUM REBAR UNDER MAG COAT

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

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

  • General Observation - 1 ROW TILES IN PLACE

    74.6 ft. - General Observation - 1 ROW TILES IN PLACE

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

    127.6 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CORRODED REBAR UNDER MAG COAT

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

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

All inspections of P00006Work order 0679385

Observations (21)

DistanceCodeObservation
260.1MGOMAG COAT 80% FINISH
0MGOMH CONN 3:00 ACTIVE
0AMH3:00AM
68.6SRCLONG & CIRCUM REBAR UNDER MAG COAT
2SAMSEVERE AGG AREAS OF MISSING TILES
260.1SRCLONG & CIRCUM REBAR
74.6MGO1 ROW TILES IN PLACE
260.1SAMSEVERE AGG
8DSZMISSONG TILES IN FLOW
260.1DSZTILES IN FLOW
0MWM—
19.3SRCLONG REBAR
260.1MGO100% MISSING TILES 10:00 TO 2:00 FINISH
2MGOMAG COAT 90% START 8:00 TO 2:00
101.4DSZTILES IN FLOW
2MGO100% MISSING TILES 8:00 TO 2:00 START
247.3SRCLONG & CIRCUM REBAR
127.6SRCCORRODED REBAR UNDER MAG COAT
19.3SRCLOND & CIRCUM REBAR UNDER MAG COAT
260.7AMH3:30AM
0MWM—

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2017-12-21T02:13:59-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false