Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 18, 2016, 09:14 AM
Date
05/18/2016
W/O
0557626
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00191
PipeID
P20468
Time
2:14 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G6704
Sewer Name
H JOINT OUTFALL H - UNIT 8H
City
WEST COVINA
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
20160518MDM_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
6.5 ft.
Total Length
6.5 ft.
Structural Index
3
Structural Quick
5231
Structural Rating
19
O&M Index
5
O&M Quick
5141
O&M Rating
9
Overall Index
4
Overall Quick
Overall Rating
28
Pipe schematic from manhole H 0614 to H 0615
MH: H 0614MH: H 0615upstream0 ft. MSA - Survey Abandoned - UPLEG DOWNSTREAM SIPHON EAST0.2 ft. MGO - General Observation - DEEP CORRISON END OF SIPHON -40% DEBRIE CANNOT TRACTOR0.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES0.5 ft. MGO - General Observation - VEIW UPLEG DOWNSTREAM SIPHON EAST1.5 ft. SAP - Surface Aggregate Projecting, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG1.5 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING BLISTERING CONCRETE1.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM LONG REBAR1.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish4.5 ft. DSZ - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - SLUDGE-DEBRIE4.5 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING BLISTERING LAITANCE COAT6.5 ft. MWM - Water Mark, 60 %of cross sectional area6.5 ft. AMH - Downstream Manhole, Survey Begins - 3:35AM6.5 ft. MGO - General Observation - STOPLOG IN PLACE UPSTREAM6.5 ft. MWL - Water Level, 50 %of cross sectional area

Observation photos (9)

  • Deposits Settled Other,  30 %of cross sectional area, from 03 to 09 o'clock,  , within 8 inches of joint: NO - SLUDGE-DEBRIE

    2 ft. - Deposits Settled Other, 30 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - SLUDGE-DEBRIE

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING BLISTERING LAITANCE COAT

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start - PEELING BLISTERING LAITANCE COAT

  • Surface Aggregate Projecting, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

    5 ft. - Surface Aggregate Projecting, from 11 to 01 o'clock, within 8 inches of joint: YES - SEVERE AGG

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

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

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

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

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

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

  • General Observation - VEIW UPLEG DOWNSTREAM SIPHON EAST

    6 ft. - General Observation - VEIW UPLEG DOWNSTREAM SIPHON EAST

  • General Observation - DEEP CORRISON END OF SIPHON -40% DEBRIE CANNOT TRACTOR

    6.3 ft. - General Observation - DEEP CORRISON END OF SIPHON -40% DEBRIE CANNOT TRACTOR

  • Survey Abandoned - UPLEG DOWNSTREAM SIPHON EAST

    6.5 ft. - Survey Abandoned - UPLEG DOWNSTREAM SIPHON EAST

Observations (14)

DistanceCodeObservation
6SRV
2DSZSLUDGE-DEBRIE
0MWM
5SAPSEVERE AGG
6.3MGODEEP CORRISON END OF SIPHON -40% DEBRIE CANNOT TRACTOR
0AMH3:35AM
5SSSPEELING BLISTERING CONCRETE
6MGOVEIW UPLEG DOWNSTREAM SIPHON EAST
2SSSPEELING BLISTERING LAITANCE COAT
0MGOSTOPLOG IN PLACE UPSTREAM
5SRVCIRCUM LONG REBAR
6.5MSAUPLEG DOWNSTREAM SIPHON EAST
5SSS
0MWL

Properties (5)

additional_info
UPLEG DOWNSTREAM SIPHON EAST
custom_field_three
CIRCUM LONG REBAR
custom_field_two
2
customer
LACSD
datetime
2016-05-18T02:14:21-07:00