Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 29, 2017, 10:50 AM

  • 08 0011_08 0010_29122017_031009.mp4

Date
12/29/2017
W/O
679386
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00016
PipeID
P00011
Time
2:50 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5299
Sewer Name
08 MAIN STREET TRUNK
City
CARSON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
07
Purpose
Routine Assessment
Project
WO_679386_TV08115_JAN2018
Sewer Type
Gravity
Material
RCP-CTL
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
08 0011
Downstream MH
08 0010
Dir. of Survey
Downstream
Length Surveyed
253.7 ft.
Total Length
253.7 ft.
Structural Index
3
Structural Quick
523H
Structural Rating
139
O&M Index
2
O&M Quick
2H00
O&M Rating
92
Overall Index
3
Overall Quick
—
Overall Rating
231
Pipe schematic from manhole 08 0011 to 08 0010
MH: 08 0011MH: 08 0010downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 08 00112.1 ft. MGO - General Observation - MAG COAT5.5 ft. SZ - Surface Other, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - MISSING TILE21.7 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start38.2 ft. SRV - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES38.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start70.6 ft. SZ - Surface Other, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish - MISSING TILE171.8 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES253.7 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish253.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish253.7 ft. AMH - Downstream Manhole, Survey Ends - 08 0010 ZOOMED IN

Observation photos (5)

  • Surface Other, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - MISSING TILE

    5.5 ft. - Surface Other, from 07 to 05 o'clock, within 8 inches of joint: YES, Start - MISSING TILE

  • Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

    21.7 ft. - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES

    38.2 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    38.2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

    171.8 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

All inspections of P00011Work order 679386

Observations (13)

DistanceCodeObservation
5.5SZMISSING TILE
0MWL—
0MWM—
21.7DSZ—
253.7DSZ—
171.8SRV—
38.2SRV—
0AMH08 0011
38.2SAP—
2.1MGOMAG COAT
70.6SZMISSING TILE
253.7SAP—
253.7AMH08 0010 ZOOMED IN

Properties (4)

additional_info
SC346773
custom_field_two
2
customer
LACSD
datetime
2017-12-29T02:50:14-08:00