Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 3, 2017, 05:57 PM
  • A 0100_A 1098_832017_110505.mp4

Date
08/03/2017
W/O
0640619
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00339
PipeID
P21583
Time
10:57 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G7479
Sewer Name
A JOINT OUTFALL A - UNIT 8
City
LONG BEACH
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20170803SHO_JOINT_OUTFALL_A_UNIT_8
Material
RCP-CTL
Shape
Circular
Height
33 in.
Upstream MH
A 0100
Downstream MH
A 1098
Dir. of Survey
Downstream
Length Surveyed
7 ft.
Total Length
7 ft.
Structural Index
4
Structural Quick
5131
Structural Rating
8
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
Overall Rating
12
Pipe schematic from manhole A 0100 to A 1098
MH: A 0100MH: A 1098downstream0 ft. MWL - Water Level, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 11000 ft. MWM - Water Mark, 55 %of cross sectional area5.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO5.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO7 ft. AMH - Downstream Manhole, Survey Ends - 1110

Observation photos (2)

  • Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO

    5.1 ft. - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: NO

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO

    5.1 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO

Observations (6)

DistanceCodeObservation
0MWL
5.1SRC
5.1SAP
7AMH1110
0AMH1100
0MWM

Properties (5)

additional_info
RFIR
custom_field_three
CORRODED REBAR AND PROJECTING AGG.
custom_field_two
2
customer
LACSD
datetime
2017-08-03T10:57:06-07:00