Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 5, 2016, 08:51 AM

  • H 1411_H 1410_1252016_012459.mp4

Date
12/05/2016
W/O
0602291
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01204
PipeID
P16282
Time
12:51 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0361
Sewer Name
H JOINT OUTFALL H - UNIT 8M
City
WEST COVINA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 22
Page No.
30
Purpose
Routine Assessment
Project
20161205MDM_JOINT_OUTFALL_H_UNIT_8M
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Upstream MH
H 1410
Downstream MH
H 1411
Dir. of Survey
Upstream
Length Surveyed
6.5 ft.
Total Length
6.5 ft.
Structural Index
4
Structural Quick
5221
Structural Rating
12
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole H 1410 to H 1411
MH: H 1410MH: H 1411upstream0 ft. MSA - Survey Abandoned - UPLEG DOWNSTREAM SIPHON WEST0.5 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE0.5 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Finish - LONG REBAR2.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR3.5 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR4.5 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE6.5 ft. AMH - Downstream Manhole, Survey Begins - 1:00AM6.5 ft. MWL - Water Level, 60 %of cross sectional area6.5 ft. MWM - Water Mark, 80 %of cross sectional area

Observation photos (5)

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE

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

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

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    4 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

  • Survey Abandoned - UPLEG DOWNSTREAM SIPHON WEST

    6.5 ft. - Survey Abandoned - UPLEG DOWNSTREAM SIPHON WEST

All inspections of P16282Work order 0602291

Observations (9)

DistanceCodeObservation
6.5MSAUPLEG DOWNSTREAM SIPHON WEST
0AMH1:00AM
4SRVCIRCUM REBAR
6SSSPEELING CONCRETE
0MWL—
2SSSPEELING CONCRETE
0MWM—
6SRVLONG REBAR
3SRVLONG REBAR

Properties (5)

additional_info
UPLEG DOWNSTRAM SIPHON WEST BARREL
custom_field_three
LONG&CIRCUM REBAR VISIBLE
custom_field_two
2
customer
LACSD
datetime
2016-12-05T00:51:11-08:00