Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 9, 2018, 09:08 AM

  • 03 0433_03 0432_392018_014308.mp4

Date
03/09/2018
W/O
#
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00406
PipeID
P04981
Time
1:08 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0770
Sewer Name
03 WATER STREET TRUNK
City
LONG BEACH
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
22
Purpose
Capital Improvement Program Assesment
Project
20180309MDM_WATER_STREET_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
03 0433
Downstream MH
03 0432
Dir. of Survey
Downstream
Length Surveyed
176.8 ft.
Total Length
176.8 ft.
Structural Index
4
Structural Quick
5344
Structural Rating
33
O&M Index
3
O&M Quick
3100
O&M Rating
3
Overall Index
4
Overall Quick
—
Overall Rating
36
Pipe schematic from manhole 03 0433 to 03 0432
MH: 03 0433MH: 03 0432downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:35AM0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR2 ft. MGO - General Observation - MAG COAT 80% START8 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM8 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT8 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG29.4 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE ROCKS34.4 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG47.4 ft. MGO - General Observation - MAG COAT 80% FINISH47.4 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG47.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - PEELING CONCRETE65.5 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - ROCKS85.6 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR96.7 ft. MGO - General Observation - MAG COAT 50% START145.3 ft. SRC - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR176.2 ft. MGO - General Observation - MAG COAT 50% FINISH176.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG176.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish - PEELING CONCRETE176.2 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active176.8 ft. AMH - Downstream Manhole, Survey Ends - 2:05AM

Observation photos (11)

  • 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

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • General Observation - MAG COAT 80% START

    2 ft. - General Observation - MAG COAT 80% START

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

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

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE ROCKS

    29.4 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - POSSIBLE ROCKS

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

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

  • General Observation - MAG COAT 80% FINISH

    47.4 ft. - General Observation - MAG COAT 80% FINISH

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    47.4 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - PEELING CONCRETE

    47.4 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - PEELING CONCRETE

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    85.6 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    145.3 ft. - Surface Reinforcement Corroded, from 01 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P04981Work order #

Observations (23)

DistanceCodeObservation
0AMH1:35AM
8SRCCIRCUM
145.3SRCCIRCUM REBAR
0MWL—
0MWM—
8SAMSEVERE AGG UNDER MAG COAT
96.7MGOMAG COAT 50% START
29.4DSZPOSSIBLE ROCKS
65.5DSZROCKS
2SAMSEVERE AGG
47.4MGOMAG COAT 80% FINISH
176.2MGOMAG COAT 50% FINISH
2SRCCIRCUM REBAR
2MGOMAG COAT 80% START
176.2SAMSEVERE AGG
176.8AMH2:05AM
176.2SSSPEELING CONCRETE
8SAMSEVERE AGG
47.4SAMSEVERE AGG
34.4SAMSEVERE AGG
47.4SSSPEELING CONCRETE
85.6SRCCIRCUM REBAR
176.2MGOConn. @ Mh, 3 O' Clock. Active

Properties (4)

custom_field_three
CORRODED CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2018-03-09T01:08:40-08:00