Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 27, 2016, 07:53 AM

  • 05 0700_05 0699_4272016_013652.mp4

Date
04/27/2016
W/O
0558014
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00523
PipeID
P05932
Time
12:53 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0115
Sewer Name
05 SOUTH INGLEWOOD-ORANGE AVENUE TRUNK, EXTENSION #2
City
INGLEWOOD
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
07
Purpose
Capital Improvement Program Assesment
Project
20160427MDM_SOUTH_INGLEWOOD_ORANGE_AVENUE_TRUNK_EXTENSION_2
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Upstream MH
05 0700
Downstream MH
05 0699
Dir. of Survey
Downstream
Length Surveyed
43.6 ft.
Total Length
43.6 ft.
Structural Index
3
Structural Quick
3422
Structural Rating
16
O&M Index
3
O&M Quick
4131
O&M Rating
11
Overall Index
3
Overall Quick
—
Overall Rating
27
Pipe schematic from manhole 05 0700 to 05 0699
MH: 05 0700MH: 05 0699downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:30AM0 ft. MWL - Water Level, 10 %of cross sectional area7 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE7.5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SLIGHT12.6 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H15.8 ft. FC - Fracture Circumferential, from 11 to 12 o'clock, within 8 inches of joint: YES - H20.7 ft. MWL - Water Level, 30 %of cross sectional area20.7 ft. MWL - Water Level, 100 %of cross sectional area - POSSIBLE FULL PIPE AT TIMES21.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES, Start25.1 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H27.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Start27.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES, Finish27.7 ft. MWM - Water Mark, 60 %of cross sectional area40.4 ft. FC - Fracture Circumferential, from 12 to 01 o'clock, within 8 inches of joint: YES - H43.2 ft. MWL - Water Level, 10 %of cross sectional area43.2 ft. MWL - Water Level, 30 %of cross sectional area43.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 02 to 10 o'clock, , within 8 inches of joint: YES, Finish43.4 ft. MGP - General Photograph43.4 ft. DSZ - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCK43.6 ft. MSA - Survey Abandoned - 20% ROCK OR ASPHALT

Observation photos (4)

  • Water Level, 100 %of cross sectional area - POSSIBLE FULL PIPE AT TIMES

    20.7 ft. - Water Level, 100 %of cross sectional area - POSSIBLE FULL PIPE AT TIMES

  • Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES, Start

    21.9 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES, Start

  • Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCK

    43.4 ft. - Deposits Settled Other, 20 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCK

  • Survey Abandoned - 20% ROCK OR ASPHALT

    43.6 ft. - Survey Abandoned - 20% ROCK OR ASPHALT

All inspections of P05932Work order 0558014

Observations (21)

DistanceCodeObservation
12.6FLH
43.4DAGS—
27.7DAGS—
15.8FCH
7FLHAIRLINE
43.6MSA20% ROCK OR ASPHALT
43.4MGP—
25.1FLH
21.9DAGS—
40.4FCH
0MWM—
20.7MWL—
0AMH1:30AM
27.7DAGS—
27.7MWM—
0MWL—
43.2MWL—
20.7MWLPOSSIBLE FULL PIPE AT TIMES
43.4DSZROCK
7.5FLSLIGHT
43.2MWL—

Properties (5)

custom_field_two
3
customer
LACSD
datetime
2016-04-27T00:53:39-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false