Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 10, 2017, 08:56 AM

  • J 0048_J 0046_3102017_013702.mp4

Date
03/10/2017
W/O
0613632
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00062
PipeID
P11625
Time
12:56 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0462
Sewer Name
J JOINT OUTFALL J - UNIT 2C
City
LONITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
32
Purpose
Capital Improvement Program Assesment
Project
20170310MDM_JOINT_OUTFALL_J_UNIT_2C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Upstream MH
J 0048
Downstream MH
J 0046
Dir. of Survey
Downstream
Length Surveyed
737.9 ft.
Total Length
737.9 ft.
Structural Index
4
Structural Quick
5734
Structural Rating
49
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
49
Pipe schematic from manhole J 0048 to J 0046
MH: J 0048MH: J 0046downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:25AM0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active0 ft. MWL - Water Level, 15 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 80% START 8:00 TO 4:002 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT16.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG49.8 ft. SSS - Surface Spalling, from 08 to 11 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE104.5 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR111 ft. SAP - Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG126 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR153.4 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR250.6 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR252.8 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR554.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG564.1 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR579.8 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR737.6 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active737.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG737.6 ft. MGO - General Observation - MAG COAT 80% FINISH737.9 ft. AMH - Downstream Manhole, Survey Ends - 2:25AM

Observation photos (13)

  • General Observation - MAG COAT 80% START 8:00 TO 4:00

    2 ft. - General Observation - MAG COAT 80% START 8:00 TO 4:00

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

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

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

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

  • Surface Spalling, from 08 to 11 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE

    49.8 ft. - Surface Spalling, from 08 to 11 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    104.5 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

    111 ft. - Surface Aggregate Projecting, from 02 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    126 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

    153.4 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    250.6 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    252.8 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

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

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

    564.1 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

    579.8 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

All inspections of P11625Work order 0613632

Observations (21)

DistanceCodeObservation
0MWM—
104.5SRVCIRCUM REBAR
252.8SRVCIRCUM REBAR
2MGOMAG COAT 80% START 8:00 TO 4:00
0AMH1:25AM
126SRVLONG REBAR
737.6MGOConn. @ Mh, 9 O' Clock. Active
737.6SAPSEVERE AGG
564.1SRVLONG REBAR
554.9SAPSEVERE AGG
153.4SRVLONG REBAR
0MGOConn. @ Mh, 9 O' Clock. Active
2SAPSEVERE AGG UNDER MAG COAT
579.8SRVLONG REBAR
0MWL—
111SAPSEVERE AGG
49.8SSSPEELING CONCRETE SEVERE
737.9AMH2:25AM
737.6MGOMAG COAT 80% FINISH
250.6SRVCIRCUM REBAR
16.9SAVSEVERE AGG

Properties (4)

custom_field_three
SEVERE AGG PROJECTING-LONG-CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2017-03-10T00:56:20-08:00