Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 18, 2018, 11:26 AM

  • 08 0469_08 0468_12182018_050054.mp4

Date
12/18/2018
W/O
0744161
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00026
PipeID
P00525
Time
3:26 AM
Certificate
U-10`4-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1076
Sewer Name
08 216TH 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
20181218MDM_216TH_STREET_TRUNK
Material
RCP-CTL
Shape
Circular
Height
36 in.
Upstream MH
08 0469
Downstream MH
08 0468
Dir. of Survey
Downstream
Length Surveyed
437.8 ft.
Total Length
437.8 ft.
Structural Index
5
Structural Quick
5542
Structural Rating
33
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
—
Overall Rating
38
Pipe schematic from manhole 08 0469 to 08 0468
MH: 08 0469MH: 08 0468downstream0 ft. AMH - Upstream Manhole, Survey Begins - 5:00AM0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 80 %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 - 200% MISSING TILES START2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR24.7 ft. MGO - General Observation - 90% MISSING BTILES START61.2 ft. MGO - General Observation - 30% MISSING TILES START110.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR CORRISON BEYOUND REBAR144.1 ft. MGO - General Observation - 90% MISSING TILES START153.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR190.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR319.9 ft. MWLS - Water Level, Sag in pipe, 60 %of cross sectional area410.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR437.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR437.3 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG437.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BROKEN MISSING REBAR CORRISON BEYOUND REBAR437.3 ft. MGO - General Observation - 90% MISSING TILES FINISH437.8 ft. AMH - Downstream Manhole, Survey Ends - 5:40AM

Observation photos (10)

  • 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 - 200% MISSING TILES START

    2 ft. - General Observation - 200% MISSING TILES START

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

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

  • General Observation - 90% MISSING BTILES START

    24.7 ft. - General Observation - 90% MISSING BTILES START

  • General Observation - 30% MISSING TILES START

    61.2 ft. - General Observation - 30% MISSING TILES START

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR CORRISON BEYOUND REBAR

    110.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING REBAR CORRISON BEYOUND REBAR

  • General Observation - 90% MISSING TILES START

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

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

    153.3 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 - BROKEN REBAR

    190.9 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 - BROKEN MISSING REBAR

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

All inspections of P00525Work order 0744161

Observations (19)

DistanceCodeObservation
0AMH5:00AM
2SAMSEVERE AGG AREAS OF MISSING TILES
61.2MGO30% MISSING TILES START
437.3SRCLONG & CIRCUM REBAR
437.3SAMSEVERE AGG
24.7MGO90% MISSING BTILES START
190.9SRCBROKEN REBAR
144.1MGO90% MISSING TILES START
0MWL—
437.8AMH5:40AM
410.6SRCBROKEN MISSING REBAR
437.3SRCBROKEN MISSING REBAR CORRISON BEYOUND REBAR
2MGO200% MISSING TILES START
2SRCLONG & CIRCUM REBAR
319.9MWLS—
110.8SRCBROKEN MISSING REBAR CORRISON BEYOUND REBAR
437.3MGO90% MISSING TILES FINISH
153.3SRCBROKEN REBAR
0MWM—

Properties (4)

custom_field_three
CORRISON BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2018-12-18T03:26:08-08:00