Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 24, 2018, 05:15 PM

  • D 0089_D 0088_4242018_114405.mp4

Date
04/24/2018
W/O
0696317
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00155
PipeID
P09989
Time
10:15 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7691
Sewer Name
D JOINT OUTFALL D - UNIT 5
City
GARDENA
Loc. details
Alley
Location Code
H
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
20
Purpose
Capital Improvement Program Assesment
Project
20180424SHO_JOINT_OUTFALL_D_UNIT_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Upstream MH
D 0089
Downstream MH
D 0088
Dir. of Survey
Downstream
Length Surveyed
469.8 ft.
Total Length
469.8 ft.
Structural Index
3
Structural Quick
5132
Structural Rating
15
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
15
Pipe schematic from manhole D 0089 to D 0088
MH: D 0089MH: D 0088downstream0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 11450 ft. MWM - Water Mark, 30 %of cross sectional area10 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start18.1 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES154.7 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish198.5 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start220.6 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish320.9 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start379.6 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish427.8 ft. SSS - Surface Spalling, at 12 o'clock, within 8 inches of joint: YES469.8 ft. AMH - Downstream Manhole, Survey Ends - 1200469.8 ft. MGO - General Observation - 5% OR LESS GREASE THROUGHOUT

Observation photos (5)

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

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

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

    18.1 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start

    198.5 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    320.9 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

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

    427.8 ft. - Surface Spalling, at 12 o'clock, within 8 inches of joint: YES

All inspections of P09989Work order 0696317

Observations (13)

DistanceCodeObservation
220.6SAV—
379.6SSS—
0MWL—
10SAP—
0AMH1145
198.5SAV—
154.7SAP—
469.8AMH1200
18.1SRV—
320.9SSS—
427.8SSS—
0MWM—
469.8MGO5% OR LESS GREASE THROUGHOUT

Properties (7)

additional_info
RFIR
custom_field_three
AGGREGATE & VERY SMALL AMOUNT OF REBAR
custom_field_two
3
customer
LACSD
datetime
2018-04-24T10:15:03-07:00
documentation
OBREGON, BRAR, VENDRYES, PARAISO
is_lateral_inspection
false