Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 1, 2021, 10:38 AM

  • 03 0432_03 0431_512021_034632.mp4

Date
05/01/2021
W/O
0886346
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00406
PipeID
P04980
Time
3:38 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1794
Sewer Name
03 WATER STREET TRUNK
City
ANAHIEM
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
22
Purpose
Capital Improvement Program Assesment
Project
20210501MDM_WATER_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
03 0432
Downstream MH
03 0431
Dir. of Survey
Downstream
Length Surveyed
158.8 ft.
Total Length
158.8 ft.
Structural Index
4
Structural Quick
5241
Structural Rating
16
O&M Index
2
O&M Quick
2700
O&M Rating
14
Overall Index
3
Overall Quick
—
Overall Rating
30
Pipe schematic from manhole 03 0432 to 03 0431
MH: 03 0432MH: 03 0431downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:45AM0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. MGO - General Observation - POSSIBLE OLD MAG COAT ON PIPE2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG6 ft. IW - Infiltration Weeper, from 08 to 10 o'clock, within 8 inches of joint: YES6 ft. IW - Infiltration Weeper, from 02 to 04 o'clock, within 8 inches of joint: YES14.5 ft. IW - Infiltration Weeper, from 12 to 04 o'clock, within 8 inches of joint: YES,20.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE30.1 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES37.4 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - AT JOINTS38.7 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE58.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE65.4 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO, Start - CIRCUM70 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR150.7 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR158.1 ft. IW - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - AT JOINTS158.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE158.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE158.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG158.8 ft. AMH - Downstream Manhole, Survey Ends - 4:05AM

Observation photos (6)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

    20.2 ft. - Deposits Settled Other, 10 %of cross sectional area, from 06 to 08 o'clock, , within 8 inches of joint: YES, Start - SLUDGE

  • Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - AT JOINTS

    37.4 ft. - Infiltration Weeper, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - AT JOINTS

  • Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO, Start - CIRCUM

    65.4 ft. - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO, Start - CIRCUM

  • Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    150.7 ft. - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

All inspections of P04980Work order 0886346

Observations (23)

DistanceCodeObservation
2SSSBLISTERING PEELING CONCRETE
65.4SRCCIRCUM
150.7SRCLONG CIRCUM REBAR
38.7DSZSLUDGE
158.8AMH4:05AM
0MWL—
158.1IWAT JOINTS
0MWM—
30.1IW—
20.2DSZSLUDGE
158.1SSSBLISTERING PEELING CONCRETE
2MGOPOSSIBLE OLD MAG COAT ON PIPE
14.5IW—
58.8DSZSLUDGE
6IW—
0AMH3:45AM
158.1DSZSLUDGE
6IW—
70SRCCIRCUM REBAR
158.1SAMSEVERE AGG
0MGOConn. @ Mh, 3 O' Clock. Active
2SAMSEVERE AGG
37.4IWAT JOINTS

Properties (6)

custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2021-05-01T03:38:08-07:00
documentation
MARTIN,OLIVER 111,CASTILLO,BARR
is_lateral_inspection
false