Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 16, 2017, 10:34 AM
Date
05/16/2017
W/O
635479
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00709
PipeID
P14741
Time
3:34 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K4497
Sewer Name
18 SO WHITTIER OUTFALL RLF TR, SECTS 1,2A,2B,2C,&3
City
WHITTIER
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
26
Purpose
Routine Assessment
Project
WO_635479_TV18051_MAY2017
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
18 0890
Downstream MH
18 0889
Dir. of Survey
Downstream
Length Surveyed
276.7 ft.
Total Length
276.7 ft.
Structural Index
4
Structural Quick
5431
Structural Rating
25
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
Overall Rating
25
Pipe schematic from manhole 18 0890 to 18 0889
MH: 18 0890MH: 18 0889downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 08900 ft. MWL - Water Level, 10 %of cross sectional area12 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start31.5 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start51.1 ft. SRV - Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: NO, Start185.9 ft. HSV - Hole Soil Visible, from 04 to 05 o'clock, within 8 inches of joint: NO191.8 ft. HSV - Hole Soil Visible, at 04 o'clock, within 8 inches of joint: NO260.1 ft. SRV - Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: NO, Finish260.1 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start276.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish276.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish276.7 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish276.7 ft. AMH - Downstream Manhole, Survey Ends - 18 0889

Observation photos (6)

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

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

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    31.5 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: NO, Start

    51.1 ft. - Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: NO, Start

  • Hole Soil Visible, from 04 to 05 o'clock, within 8 inches of joint: NO

    185.9 ft. - Hole Soil Visible, from 04 to 05 o'clock, within 8 inches of joint: NO

  • Hole Soil Visible, at 04 o'clock, within 8 inches of joint: NO

    191.8 ft. - Hole Soil Visible, at 04 o'clock, within 8 inches of joint: NO

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

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

Observations (14)

DistanceCodeObservation
276.7SSS
191.8HSV
12SSS
0MWM
276.7SRV
276.7SAP
260.1SRV
276.7AMH18 0889
185.9HSV
51.1SRV
0AMH18 0890
0MWL
260.1SRV
31.5SAP

Properties (5)

additional_info
SC345306
custom_field_two
1
customer
LACSD
datetime
2017-05-16T03:34:43-07:00
is_lateral_inspection
false