Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 11, 2017, 01:07 PM

  • 18 0125_18 0124 _11122017_050808.mp4

Date
12/11/2017
W/O
673944
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00695
PipeID
P13946
Time
5:07 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5271
Sewer Name
18 ORR AND DAY ROAD TRUNK
City
NORWALK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
29
Purpose
Routine Assessment
Project
WO_673944_TV18100_DEC2017
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Width
36 in.
Upstream MH
18 0125
Downstream MH
18 0124
Dir. of Survey
Downstream
Length Surveyed
76.3 ft.
Total Length
76.3 ft.
Structural Index
5
Structural Quick
5B32
Structural Rating
90
O&M Index
2
O&M Quick
412B
O&M Rating
32
Overall Index
3
Overall Quick
—
Overall Rating
122
Pipe schematic from manhole 18 0125 to 18 0124
MH: 18 0125MH: 18 0124downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 01252.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.6 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start6.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start36.6 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO76 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish76.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish76.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish76.3 ft. AMH - Downstream Manhole, Survey Ends - 18 012476.3 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish

Observation photos (6)

  • Upstream Manhole, Survey Begins - 18 0125

    0 ft. - Upstream Manhole, Survey Begins - 18 0125

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.7 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    3.6 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

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

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

    36.6 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO

All inspections of P13946Work order 673944

Observations (13)

DistanceCodeObservation
0MWL—
6.4DAGS—
36.6SRV—
76.3SAP—
3.6SRV—
76.3SSS—
2.7SAP—
0MWM—
2.2SSS—
0AMH18 0125
76.3AMH18 0124
76.3SRV—
76DAGS—

Properties (6)

additional_info
SC346298
custom_field_two
2
customer
LACSD
datetime
2017-12-11T05:07:31-08:00
documentation
PROPIPE
is_lateral_inspection
false