Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 20, 2017, 07:38 AM

  • H 0615_H 0614_4202017_020217.mp4

Date
04/20/2017
W/O
0624599
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00191
PipeID
P11033
Time
12:38 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0500
Sewer Name
H JOINT OUTFALL H - UNIT 8H
City
EL MONTE
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
24
Purpose
Capital Improvement Program Assesment
Project
20170420MDM_JOINT_OUTFALL_H_UNIT_8H
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Upstream MH
H 0614
Downstream MH
H 0615
Dir. of Survey
Upstream
Length Surveyed
20.5 ft.
Total Length
20.5 ft.
Structural Index
4
Structural Quick
5141
Structural Rating
11
O&M Index
4
O&M Quick
4200
O&M Rating
8
Overall Index
4
Overall Quick
—
Overall Rating
19
Pipe schematic from manhole H 0614 to H 0615
MH: H 0614MH: H 0615upstream0 ft. MSA - Survey Abandoned - UPLEG DOWNSTREAM SIPHON N/E0.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR0.5 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish - SLUDGE10.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR10.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG10.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - BLISTERING CONCRETE18.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE18.5 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start - SLUDGE19.5 ft. MGO - General Observation - STOPLOG IN PLACE UPSTREAM19.5 ft. MGO - General Observation - SIPHONS CONCRETE ENCASED20.5 ft. MWM - Water Mark, 60 %of cross sectional area20.5 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM20.5 ft. MWL - Water Level, 30 %of cross sectional area - NO FLOW

Observation photos (4)

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - BLISTERING CONCRETE

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

    10 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR

    20 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR

  • Survey Abandoned - UPLEG DOWNSTREAM SIPHON N/E

    20.5 ft. - Survey Abandoned - UPLEG DOWNSTREAM SIPHON N/E

All inspections of P11033Work order 0624599

Observations (14)

DistanceCodeObservation
20.5MSAUPLEG DOWNSTREAM SIPHON N/E
20SAMSEVERE AGG
2SSSBLISTERING CONCRETE
10SRCLONG & CIRCUM REBAR
1MGOSTOPLOG IN PLACE UPSTREAM
0MWM—
0AMH12:55AM
10SAMSEVERE AGG
20SRCLONG & CIRCUM REBAR
0MWLNO FLOW
10SSSBLISTERING CONCRETE
1MGOSIPHONS CONCRETE ENCASED
2DSZSLUDGE
20DSZSLUDGE

Properties (7)

additional_info
UPLEG DOWNSTREAM SIPHON N/E BARREL
custom_field_three
LONG & CIRCUM REBAR CORRODED-CONCRETE ENCASED SIPH
custom_field_two
3
customer
LACSD
datetime
2017-04-20T00:38:04-07:00
documentation
MARTIN,MAMAMES,OLIVER 111
is_lateral_inspection
false