Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 23, 2018, 08:49 AM

  • Section#9_H 0085_H 0084__1232018__G6929.mp4

Date
01/23/2018
W/O
0693963
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00165
PipeID
P10537
Time
12:49 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6929
Sewer Name
H JOINT OUTFALL H - UNIT 1F
City
HUNTINGTON PARK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
07
Purpose
Capital Improvement Program Assesment
Project
20180119MDM_JOINT_OUTFALL_H_UNIT_1F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
H 0085
Downstream MH
H 0084
Dir. of Survey
Downstream
Length Surveyed
814.9 ft.
Total Length
814.9 ft.
Structural Index
3
Structural Quick
5P4_
Structural Rating
1648
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
1648
Pipe schematic from manhole H 0085 to H 0084
MH: H 0085MH: H 0084downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. MGO - General Observation - MAG COAT 80% START 8:00 TO 4:002 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG20.3 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR22.1 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR60.8 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR95.4 ft. MGO - General Observation - POSSIBLE CIRCUM REBAR UNDER MAG COAT102.7 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR168.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start - SWOLLEN BLISTERING CONCRETE CONCRETE168.5 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR447.5 ft. SRV - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR SPORATIC528.5 ft. SRV - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR535.2 ft. SRV - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR569.9 ft. SAV - Surface Aggregate Visible, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR574 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN658.4 ft. SRV - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR730.8 ft. SRV - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR795.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE CORRODED REBAR UNDER MAG COAT814.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE814.3 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE CORRODED REBAR UNDER MAG COAT814.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish - SWOLLEN CONCRETE814.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG814.9 ft. AMH - Downstream Manhole, Survey Ends - 2:30AM

Observation photos (16)

  • Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • 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

  • 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 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

  • 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: NO - CIRCUM REBAR

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

  • Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    22.1 ft. - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • General Observation - POSSIBLE CIRCUM REBAR UNDER MAG COAT

    95.4 ft. - General Observation - POSSIBLE CIRCUM REBAR UNDER MAG COAT

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

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

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

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

  • Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR SPORATIC

    447.5 ft. - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR SPORATIC

  • Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    535.2 ft. - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Aggregate Visible, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    569.9 ft. - Surface Aggregate Visible, from 03 to 04 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    658.4 ft. - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE CORRODED REBAR UNDER MAG COAT

    795.6 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - POSSIBLE CORRODED REBAR UNDER MAG COAT

  • Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE CORRODED REBAR UNDER MAG COAT

    814.3 ft. - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - POSSIBLE CORRODED REBAR UNDER MAG COAT

All inspections of P10537Work order 0693963

Observations (28)

DistanceCodeObservation
814.3SSSBLISTERING PEELING CONCRETE
95.4MGOPOSSIBLE CIRCUM REBAR UNDER MAG COAT
814.3SRCPOSSIBLE CORRODED REBAR UNDER MAG COAT
0AMH12:55AM
60.8SRCCIRCUM REBAR
814.9AMH2:30AM
528.5SRVCIRCUM REBAR
0MWL—
102.7SRCCIRCUM REBAR
22.1SRCCIRCUM REBAR
447.5SRVCIRCUM REBAR SPORATIC
535.2SRVCIRCUM REBAR
0MWM—
569.9SAVCIRCUM REBAR
814.3SSSSWOLLEN CONCRETE
814.3SAMSEVERE AGG
168.5SSSSWOLLEN BLISTERING CONCRETE CONCRETE
795.6SRCPOSSIBLE CORRODED REBAR UNDER MAG COAT
2SRCCIRCUM REBAR
20.3SRCCIRCUM REBAR
2SSSBLISTERING PEELING CONCRETE
574TFOPEN
168.5SRCCIRCUM REBAR
730.8SRVCIRCUM REBAR
2MGOMAG COAT 80% START 8:00 TO 4:00
658.4SRVCIRCUM REBAR
2SRCCIRCUM REBAR
2SAMSEVERE AGG

Properties (6)

custom_field_three
CORRODED CIRCUM REBAR
custom_field_two
2
customer
LACSD
datetime
2018-01-23T00:49:29-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false