Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 4, 2018, 12:13 PM
  • 08 0006_08 0005_1242018_043738.mp4

Date
12/04/2018
W/O
0743258
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00016
PipeID
P00006
Time
4:13 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H1069
Sewer Name
08 MAIN STREET TRUNK
City
CARSON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20181204MDM_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
263.7 ft.
Total Length
263.7 ft.
Structural Index
5
Structural Quick
5A41
Structural Rating
59
O&M Index
3
O&M Quick
4221
O&M Rating
10
Overall Index
5
Overall Quick
Overall Rating
69
Pipe schematic from manhole 08 0006 to 08 0005
MH: 08 0006MH: 08 0005downstream0 ft. AMH - Upstream Manhole, Survey Begins - 4:35AM0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. MWM - Water Mark, 70 %of cross sectional area0 ft. MWL - Water Level, 50 %of cross sectional area1 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO - INSIDE MH2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR CORRODED & MISSING2.9 ft. HSV - Hole Soil Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - APPOX 2"X4"3.9 ft. HSV - Hole Soil Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - SOIL VISIBLE SMALL VOID3.9 ft. HSV - Hole Soil Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - APPOX 2 'X 2'3.9 ft. HVV - Hole Void Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - SMALL VOID9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR18.6 ft. HSV - Hole Soil Visible, at 02 o'clock, within 8 inches of joint: NO - POSSIBLE50.1 ft. MGO - General Observation - ROW REMAINING TILES53.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR65.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - COEEISON BEYOUND REBAR101.3 ft. MWM - Water Mark, 50 %of cross sectional area101.3 ft. MWL - Water Level, 30 %of cross sectional area101.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR127 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR146.5 ft. MGO - General Observation - 12:00 DEEP COEEISON263.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR CORRODED & MISSING263.2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG263.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR CORRODED & MISSING263.7 ft. AMH - Downstream Manhole, Survey Ends - 5:15AM

Observation photos (15)

  • Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock,  , within 8 inches of joint: NO - INSIDE MH

    1 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO - INSIDE MH

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

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

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

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

  • Hole Soil Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - APPOX 2"X4"

    2.9 ft. - Hole Soil Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - APPOX 2"X4"

  • Hole Soil Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - SOIL VISIBLE SMALL VOID

    3.9 ft. - Hole Soil Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - SOIL VISIBLE SMALL VOID

  • Hole Soil Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - APPOX 2 'X 2'

    3.9 ft. - Hole Soil Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - APPOX 2 'X 2'

  • Hole Void Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - SMALL VOID

    3.9 ft. - Hole Void Visible, from 10 to 12 o'clock, within 8 inches of joint: NO - SMALL VOID

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

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

  • Hole Soil Visible, at 02 o'clock, within 8 inches of joint: NO - POSSIBLE

    18.6 ft. - Hole Soil Visible, at 02 o'clock, within 8 inches of joint: NO - POSSIBLE

  • General Observation - ROW REMAINING TILES

    50.1 ft. - General Observation - ROW REMAINING TILES

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

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

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

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

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

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

  • Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

    127 ft. - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRISON BEYOUND REBAR

  • General Observation - 12:00 DEEP COEEISON

    146.5 ft. - General Observation - 12:00 DEEP COEEISON

Observations (25)

DistanceCodeObservation
18.6HSVPOSSIBLE
3.9HSVSOIL VISIBLE SMALL VOID
2.5SRCLONG & CIRCUM REBAR CORRODED & MISSING
263.2SRCLONG & CIRCUM REBAR CORRODED & MISSING
101.3MWM
9SRCLONG CIRCUM REBAR
263.2SAMSEVERE AGG
146.5MGO12:00 DEEP COEEISON
65.1SRCCOEEISON BEYOUND REBAR
3.9HSVAPPOX 2 'X 2'
101.3MWL
263.2SRCLONG & CIRCUM REBAR CORRODED & MISSING
3.9HVVSMALL VOID
127SRCCORRISON BEYOUND REBAR
0AMH4:35AM
50.1MGOROW REMAINING TILES
2SAMSEVERE AGG
0MGOConn. @ Mh, 3 O' Clock. Active
0MWM
53.8SRCLONG CIRCUM REBAR
263.7AMH5:15AM
1DAGSINSIDE MH
2.9HSVAPPOX 2"X4"
101.3SRCLONG & CIRCUM REBAR
0MWL

Properties (6)

custom_field_three
SOIL VISIBLE SMALL VOID-CORRISON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2018-12-04T04:13:11-08:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false