Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 2, 2020, 05:14 AM

  • 18 0619_18 0618 _07012020_222850.mp4

Date
07/01/2020
W/O
833691
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00692
PipeID
P14469
Time
10:14 PM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7813
Sewer Name
NORTH PLANT OUTFALL RELIEF TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
21
Purpose
Routine Assessment
Project
RFIR_WO_833691_TV18033_JUN2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
18 0619
Downstream MH
18 0618
Dir. of Survey
Downstream
Length Surveyed
309 ft.
Total Length
309 ft.
Structural Index
3
Structural Quick
5K3K
Structural Rating
610
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
612
Pipe schematic from manhole 18 0619 to 18 0618
MH: 18 0619MH: 18 0618downstream0 ft. MGO - General Observation - ACTIVE DROP CONNECTION IN MH, 9 O' CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 18 06190 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area2.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.7 ft. SRV - Surface Reinforcement Visible, 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, Start57.2 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"74 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"146.6 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE285.1 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"306.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish306.6 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish306.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish309 ft. MGO - General Observation - ACTIVE DROP CONNECTION IN MH, 9 O' CLOCK309 ft. AMH - Downstream Manhole, Survey Ends - 18 0618

Observation photos (3)

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

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

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

    2.7 ft. - Surface Reinforcement Visible, 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

All inspections of P14469Work order 833691

Observations (16)

DistanceCodeObservation
0MGOACTIVE DROP CONNECTION IN MH, 9 O' CLOCK
306.6SSS—
306.6SRV—
2.7SSS—
74TBC—
2.7SRV—
309MGOACTIVE DROP CONNECTION IN MH, 9 O' CLOCK
146.6TBACTIVE
309AMH18 0618
0AMH18 0619
57.2TBA—
285.1TBA—
306.6SAP—
2.7SAP—
0MWM—
0MWL—

Properties (7)

additional_info
SC411623
custom_field_three
REINFORCEMENT VISLBE
custom_field_two
2
customer
1
datetime
2020-07-01T22:14:56-07:00
documentation
PROPIPE
is_lateral_inspection
false