Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 28, 2019, 09:02 AM
  • 18 0716_18 0715_2282019_015126.mp4

Date
02/28/2019
W/O
O752747
Weather
Light Rain
Operator/Surveyor
MARTIN
Sewer ID
Z00709
PipeID
P14567
Time
1:02 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H1132
Sewer Name
18 SO WHITTIER OUTFALL RLF TR, SECTS 1,2A,2B,2C,&3
City
NORWALK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
31
Purpose
Capital Improvement Program Assesment
Project
20190228MDM_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
18 0715
Dir. of Survey
Downstream
Length Surveyed
8 ft.
Total Length
8 ft.
Structural Index
5
Structural Quick
5441
Structural Rating
24
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
Overall Rating
29
Pipe schematic from manhole 18 0716 to 18 0715
MH: 18 0716MH: 18 0715downstream0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:45AM0 ft. MWM - Water Mark, 80 %of cross sectional area2 ft. HSV - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SLIGHJTLY LARGER2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LOND & CIRCUM REBAR MISSING- CORRISON BEYOUND REBAR2 ft. HSV - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - ABOVE HIGH WATER MARK2 ft. MGP - General Photograph - SOIL VISIBLE 12:002 ft. MGP - General Photograph - SOIL VISIBLE ABOVE HIGH WATER MARK2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR8 ft. MSA - Survey Abandoned - VEIW DOWNLEG UPSTREAM SIPHON

Observation photos (8)

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

    2 ft. - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - SLIGHJTLY LARGER

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

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

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LOND & CIRCUM REBAR MISSING- CORRISON BEYOUND REBAR

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LOND & CIRCUM REBAR MISSING- CORRISON BEYOUND REBAR

  • Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - ABOVE HIGH WATER MARK

    2 ft. - Hole Soil Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - ABOVE HIGH WATER MARK

  • General Photograph - SOIL VISIBLE 12:00

    2 ft. - General Photograph - SOIL VISIBLE 12:00

  • General Photograph - SOIL VISIBLE ABOVE HIGH WATER MARK

    2 ft. - General Photograph - SOIL VISIBLE ABOVE HIGH WATER MARK

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

    2 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - MISSING REBAR CORRISON BEYOUND REBAR

  • Survey Abandoned - VEIW DOWNLEG UPSTREAM SIPHON

    8 ft. - Survey Abandoned - VEIW DOWNLEG UPSTREAM SIPHON

Observations (11)

DistanceCodeObservation
0MWL
2HSVSLIGHJTLY LARGER
2SAMSEVERE AGG
8MSAVEIW DOWNLEG UPSTREAM SIPHON
2SRCLOND & CIRCUM REBAR MISSING- CORRISON BEYOUND REBAR
0AMH1:45AM
2HSVABOVE HIGH WATER MARK
2MGPSOIL VISIBLE 12:00
0MWM
2MGPSOIL VISIBLE ABOVE HIGH WATER MARK
2SRCMISSING REBAR CORRISON BEYOUND REBAR

Properties (7)

additional_info
DOWNLEG UPSTREAM SIPHON
custom_field_three
HOLE SOIL VISIBLE
custom_field_two
1
customer
LACSD
datetime
2019-02-28T01:02:17-08:00
documentation
MARTIN,OLIVER 111,CASTILLO
is_lateral_inspection
false