Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 9, 2020, 08:47 AM
  • B 0184A_B 0184_692020_023832.mp4

Date
06/09/2020
W/O
0828888
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00075
PipeID
P08669
Time
1:47 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H1442
Sewer Name
B JOINT OUTFALL B - UNIT 1D
City
MONTEBELLO
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
19
Purpose
Capital Improvement Program Assesment
Project
20200609MDM_JOINT_OUTFALL_B_UNIT_1D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
57 in.
Upstream MH
B 0184A
Downstream MH
B 0184
Dir. of Survey
Downstream
Length Surveyed
549.8 ft.
Total Length
549.8 ft.
Structural Index
5
Structural Quick
5341
Structural Rating
19
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
4
Overall Quick
Overall Rating
25
Pipe schematic from manhole B 0184A to B 0184
MH: B 0184AMH: B 0184downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:35AM0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG &CIRCUM REBAR2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG246.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR CORRODED & MISSING268.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES, Start415 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR CORRODED & MISSING549.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG SPORATIC & CIRCUM REBAR CORRODED & MISSING549.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES, Finish549.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG549.8 ft. AMH - Downstream Manhole, Survey Ends - 3:15AM

Observation photos (5)

  • 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

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 09 to 03 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 - CIRCUM REBAR CORRODED & MISSING

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock,  , within 8 inches of joint: YES, Start

    268.6 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES, Start

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

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

Observations (12)

DistanceCodeObservation
549.3SRCLONG SPORATIC & CIRCUM REBAR CORRODED & MISSING
268.6DAGS
0MWM
2SRCLONG &CIRCUM REBAR
549.3DAGS
0AMH2:35AM
246.2SRCCIRCUM REBAR CORRODED & MISSING
2SAMSEVERE AGG
549.8AMH3:15AM
0MWL
415SRCCIRCUM REBAR CORRODED & MISSING
549.3SAMSEVERE AGG

Properties (6)

custom_field_three
CIRCUM REBAR CORRODED & MISSING
custom_field_two
1
customer
LACSD
datetime
2020-06-09T01:47:05-07:00
documentation
MARTIN,OLIVER 111,SHADLER.SKINNER
is_lateral_inspection
false