Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 17, 2017, 07:55 AM

  • 18 0887_18 0886 _20170517_011701.mp4

Date
05/17/2017
W/O
635479
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00709
PipeID
P14738
Time
12:55 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4498
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.
31
Purpose
Routine Assessment
Project
WO_635479_TV18051_MAY2017
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
18 0887
Downstream MH
18 0886
Dir. of Survey
Downstream
Length Surveyed
603 ft.
Total Length
603 ft.
Structural Index
4
Structural Quick
5n3o
Structural Rating
2129
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
2129
Pipe schematic from manhole 18 0887 to 18 0886
MH: 18 0887MH: 18 0886downstream0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 08875.3 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start9.2 ft. SAP - Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Start9.2 ft. SAP - Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Start14.4 ft. SRV - Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: YES, Start21.1 ft. SRV - Surface Reinforcement Visible, from 07 to 08 o'clock, within 8 inches of joint: YES, Start114.5 ft. TF - Tap Factory Made, at 09 o'clock, -, within 8 inches of joint: NO, 6"514.1 ft. HSV - Hole Soil Visible, from 07 to 08 o'clock, within 8 inches of joint: NO603 ft. SRV - Surface Reinforcement Visible, from 07 to 08 o'clock, within 8 inches of joint: YES, Finish603 ft. SAP - Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Finish603 ft. AMH - Downstream Manhole, Survey Ends - 18 0886603 ft. SRV - Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: YES, Finish603 ft. SAP - Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Finish603 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish

Observation photos (6)

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

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

  • Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Start

    9.2 ft. - Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Start

  • Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Start

    9.2 ft. - Surface Aggregate Projecting, from 04 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: YES, Start

    14.4 ft. - Surface Reinforcement Visible, from 04 to 05 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 07 to 08 o'clock, within 8 inches of joint: YES, Start

    21.1 ft. - Surface Reinforcement Visible, from 07 to 08 o'clock, within 8 inches of joint: YES, Start

  • Hole Soil Visible, from 07 to 08 o'clock, within 8 inches of joint: NO

    514.1 ft. - Hole Soil Visible, from 07 to 08 o'clock, within 8 inches of joint: NO

All inspections of P14738Work order 635479

Observations (16)

DistanceCodeObservation
0MWM—
21.1SRV—
603SRV—
603SAP—
0MWL—
0AMH18 0887
603AMH18 0886
603SRV—
514.1HSV—
603SAP—
114.5TF—
9.2SAP—
9.2SAP—
603SSS—
14.4SRV—
5.3SSS—

Properties (5)

additional_info
SC345307
custom_field_two
1
customer
LACSD
datetime
2017-05-17T00:55:46-07:00
sewer_category
Gravity