Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 14, 2019, 11:07 AM

  • Section#6_E 0115_E 0114__8142019__I0215.mp4

Date
08/14/2019
W/O
0784628
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00032
PipeID
P11341
Time
4:07 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0215
Sewer Name
E JOINT OUTFALL E - UNIT 5
City
WILLOWBROOK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Routine Assessment
Project
20190813MDM_JOINT_OUTFALL_E_UNIT_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
E 0115
Downstream MH
E 0114
Dir. of Survey
Downstream
Length Surveyed
603.9 ft.
Total Length
603.9 ft.
Structural Index
2
Structural Quick
5331
Structural Rating
264
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
2
Overall Quick
—
Overall Rating
264
Pipe schematic from manhole E 0115 to E 0114
MH: E 0115MH: E 0114downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:25AM0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. MGO - General Observation - 98% MAG COAT START2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT77.5 ft. SSS - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT112.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRET UNDER MAG COAT189.8 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR POSSIBLE UNDER MAG COAT189.8 ft. SAV - Surface Aggregate Visible, from 11 to 12 o'clock, within 8 inches of joint: YES - 2 SEVERE AGGS279.5 ft. SSS - Surface Spalling, from 01 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE396.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR UNDER MAG COAT405.8 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR POSSIBLE601 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE601 ft. MGO - General Observation - 98% MAG COAT FINISH603.9 ft. AMH - Downstream Manhole, Survey Ends - 5:10AM

Observation photos (9)

  • General Observation - 98% MAG COAT START

    2 ft. - General Observation - 98% MAG COAT START

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT

    77.5 ft. - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT

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

    112.2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - BLISTERING PEELING CONCRET UNDER MAG COAT

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR POSSIBLE UNDER MAG COAT

    189.8 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR POSSIBLE UNDER MAG COAT

  • Surface Aggregate Visible, from 11 to 12 o'clock, within 8 inches of joint: YES - 2 SEVERE AGGS

    189.8 ft. - Surface Aggregate Visible, from 11 to 12 o'clock, within 8 inches of joint: YES - 2 SEVERE AGGS

  • Surface Spalling, from 01 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

    279.5 ft. - Surface Spalling, from 01 to 04 o'clock, within 8 inches of joint: NO - BLISTERING CONCRETE

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR UNDER MAG COAT

    396.9 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR UNDER MAG COAT

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR POSSIBLE

    405.8 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR POSSIBLE

All inspections of P11341Work order 0784628

Observations (15)

DistanceCodeObservation
112.2SSSBLISTERING PEELING CONCRET UNDER MAG COAT
603.9AMH5:10AM
0MWL—
189.8SRVCIRCUM REBAR POSSIBLE UNDER MAG COAT
2MGO98% MAG COAT START
77.5SSSPEELING CONCRETE UNDER MAG COAT
189.8SAV2 SEVERE AGGS
405.8SRVCIRCUM REBAR POSSIBLE
396.9SRVCIRCUM REBAR UNDER MAG COAT
0AMH4:25AM
601SSSBLISTERING PEELING CONCRETE
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
0MWM—
279.5SSSBLISTERING CONCRETE
601MGO98% MAG COAT FINISH

Properties (6)

custom_field_three
POSSIBLE CIRCUM REBAR 2 AREAS-95% MAG COAT
custom_field_two
2
customer
LACSD
datetime
2019-08-14T04:07:38-07:00
documentation
MARTIN,REVELES,OLIVER 111,BRAR
is_lateral_inspection
false