Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 22, 2018, 07:45 AM

  • 05 1713_05 1712A_10222018_010410.mp4

Date
10/22/2018
W/O
0734495
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00471
PipeID
P26495
Time
12:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1020
Sewer Name
05 LOMITA TRUNK
City
LOMITA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
32
Purpose
Capital Improvement Program Assesment
Project
20181019MDM_LOMITA_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
21 in.
Upstream MH
05 1713
Downstream MH
05 1712A
Dir. of Survey
Downstream
Length Surveyed
268.8 ft.
Total Length
268.8 ft.
Structural Index
3
Structural Quick
3600
Structural Rating
18
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 05 1713 to 05 1712A
MH: 05 1713MH: 05 1712Adownstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area3 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT3 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SLIGHT91.6 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES, Finish - SL91.6 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - SL119.5 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SL119.5 ft. FL - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT221.9 ft. FL - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES, Finish - SL221.9 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Finish - SL241.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Start - H241.4 ft. FL - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES, Start - H268.4 ft. MGO - General Observation - SEVERE PEELING CONCRETE IN MH SHSFT268.4 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active268.4 ft. FL - Fracture Longitudinal, at 08 o'clock, within 8 inches of joint: YES, Finish - H268.4 ft. FL - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES, Finish - H268.8 ft. AMH - Downstream Manhole, Survey Ends - 1:25AM

Observation photos (5)

  • Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT

    3 ft. - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES, Start - SLIGHT

  • Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SLIGHT

    3 ft. - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SLIGHT

  • Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SL

    119.5 ft. - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES, Start - SL

  • Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT

    119.5 ft. - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES, Start - SLIGHT

  • General Observation - SEVERE PEELING CONCRETE IN MH SHSFT

    268.4 ft. - General Observation - SEVERE PEELING CONCRETE IN MH SHSFT

All inspections of P26495Work order 0734495

Observations (18)

DistanceCodeObservation
241.4FLH
3FLSLIGHT
241.4FLH
91.6FLSL
268.4MGOSEVERE PEELING CONCRETE IN MH SHSFT
3FLSLIGHT
268.4MGOConn. @ Mh, 3 O' Clock. Active
119.5FLSL
0AMH12:55AM
268.4FLH
268.8AMH1:25AM
221.9FLSL
221.9FLSL
0MWM—
0MWL—
91.6FLSL
119.5FLSLIGHT
268.4FLH

Properties (4)

custom_field_three
SLIGHT FRACTURE JOINT TO JOINT LONGER
custom_field_two
2
customer
LACSD
datetime
2018-10-22T00:45:59-07:00