Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 30, 2018, 08:10 AM

  • Section#8_18 0716_08 0715__4302018__G6992.mp4

  • Section#8_18 0716_08 0715__4302018__G6992.mp4

Date
04/30/2018
W/O
0701634
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00709
PipeID
P14567
Time
1:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
G6992
Sewer Name
18 SO WHITTIER OUTFALL RLF TR, SECTS 1,2A,2B,2C,&3
City
SOUTH WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
20
Purpose
Routine Assessment
Project
20180428MDM_SO_WHITTIER_OUTFALL_RLF_TR_SECTS_1_2A_2B_2C_3
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Upstream MH
18 0716
Downstream MH
08 0715
Dir. of Survey
Downstream
Length Surveyed
6.9 ft.
Total Length
6.9 ft.
Structural Index
5
Structural Quick
5542
Structural Rating
33
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
—
Overall Rating
38
Pipe schematic from manhole 18 0716 to 08 0715
MH: 18 0716MH: 08 0715downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:30AM0 ft. MWM - Water Mark, 100 %of cross sectional area0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. HSV - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO2.3 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2.4 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR5.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR6 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG6.6 ft. HSV - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - POSSILE SOIL VISIBLE6.6 ft. HSV - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - POSSIBLE SOIL VISIBLE6.9 ft. MSA - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

Observation photos (6)

  • Water Level, 80 %of cross sectional area

    0 ft. - Water Level, 80 %of cross sectional area

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2.3 ft. - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    2.4 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - POSSILE SOIL VISIBLE

    6.6 ft. - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - POSSILE SOIL VISIBLE

  • Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - POSSIBLE SOIL VISIBLE

    6.6 ft. - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - POSSIBLE SOIL VISIBLE

  • Survey Abandoned - DOWNLEG UPSTREAM SIPHON

    6.9 ft. - Survey Abandoned - DOWNLEG UPSTREAM SIPHON

All inspections of P14567Work order 0701634

Observations (11)

DistanceCodeObservation
6.6HSVPOSSILE SOIL VISIBLE
2.3SAMSEVERE AGG
0AMH1:30AM
6.6HSVPOSSIBLE SOIL VISIBLE
5.9SRCLONG CIRCUM REBAR
6SAMSEVERE AGG
0MWM—
2.4SRCLONG CIRCUM REBAR
0MWL—
6.9MSADOWNLEG UPSTREAM SIPHON
0HSV—

Properties (6)

additional_info
DOWNLEG UPSTREAM SIPHON
custom_field_three
POSSIBLE SOIL VISIBLE
custom_field_two
1
customer
LACSD
datetime
2018-04-30T01:10:42-07:00
is_lateral_inspection
false