Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 12, 2019, 07:53 AM

  • Section#1_E 0123_E 0122__8122019__I0213.mp4

Date
08/12/2019
W/O
0784628
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00032
PipeID
P11349
Time
12:53 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0213
Sewer Name
E JOINT OUTFALL E - UNIT 5
City
WILLBROOK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Routine Assessment
Project
20190812MDM_JOINT_OUTFALL_E_UNIT_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
30 in.
Upstream MH
E 0123
Downstream MH
E 0122
Dir. of Survey
Downstream
Length Surveyed
397.9 ft.
Total Length
397.9 ft.
Structural Index
3
Structural Quick
5A44
Structural Rating
470
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
470
Pipe schematic from manhole E 0123 to E 0122
MH: E 0123MH: E 0122downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:15AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE8.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC8.9 ft. SRV - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR10.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR12.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG13.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG REBAR32.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRETE32.8 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG32.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG REBAR32.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR32.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG32.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG47.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE56.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG175.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: YES206.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES397.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG397.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE397.9 ft. AMH - Downstream Manhole, Survey Ends - 2:55AM

Observation photos (12)

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

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

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

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

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    10.9 ft. - Surface Reinforcement Corroded, from 10 to 02 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

    12.3 ft. - Surface Aggregate Missing, from 08 to 04 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, Start - LONG REBAR

    13.9 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

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

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

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

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

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

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

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

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

  • Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: YES

    175.3 ft. - Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES

    206.5 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES

All inspections of P11349Work order 0784628

Observations (22)

DistanceCodeObservation
32.8SSSBLISTERING PEELING CONCRETE
397.3SAPSEVERE AGG
13.9SRCLONG REBAR
0MWM—
175.3SRC—
397.9AMH2:55AM
32.8SAMSEVERE AGG
8.9SAPSEVERE AGG SPORATIC
32.8SRCLONG REBAR
32.8SRCCIRCUM REBAR
2SSSBLISTERING PEELING CONCRETE
32.8SAPSEVERE AGG
47.2SSSPEELING CONCRETE
0AMH2:15AM
56.4SAPSEVERE AGG
0MWL—
10.9SRCCIRCUM REBAR
8.9SRVCIRCUM REBAR
397.3SSSBLISTERING PEELING CONCRETE
206.5SRC—
12.3SAMSEVERE AGG
32.8SAPSEVERE AGG

Properties (7)

custom_field_three
LONG & CIRCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2019-08-12T00:53:22-07:00
documentation
MARTIN,REVELES,BRAR
is_lateral_inspection
false
year_laid
19870402