Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 8, 2018, 08:26 AM

  • 18 0886_18 0885A_03072018_165141.mp4

Date
06/08/2018
W/O
707024
Weather
Dry
Operator/Surveyor
K. ADAME
Sewer ID
Z00709
PipeID
P25934
Time
1:26 AM
Certificate
U-0817-07009000
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K5644
Sewer Name
18 SO WHITTIER OUTFALL RLF TR, SECTS 1,2A,2B,2C,&3
City
WHITTIER, CA
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
31
Purpose
Routine Assessment
Project
WO_707024_TV18101_JUN2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
18 0886
Downstream MH
18 0885A
Dir. of Survey
Downstream
Length Surveyed
432.2 ft.
Total Length
432.2 ft.
Structural Index
3
Structural Quick
5232
Structural Rating
17
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 18 0886 to 18 0885A
MH: 18 0886MH: 18 0885Adownstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 08860 ft. MWL - Water Level, 20 %of cross sectional area2.4 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO, Start2.4 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Start2.4 ft. SAP - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: NO, Start6.3 ft. MGO - General Observation - MAGNESIUM COATING START11.9 ft. SRV - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO, Start12 ft. SAP - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO, Finish12 ft. SRV - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Start12 ft. SAP - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: NO, Finish430.3 ft. SRV - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO, Finish430.3 ft. SRI - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish430.3 ft. SRV - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Finish432 ft. MGO - General Observation - CONNECTION AT MH 9 OCLOCK432.2 ft. AMH - Downstream Manhole, Survey Ends - 18 0885A

Observation photos (5)

  • Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO, Start

    2.4 ft. - Surface Aggregate Projecting, from 03 to 04 o'clock, within 8 inches of joint: NO, Start

  • Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

    2.4 ft. - Surface Roughness Increased, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

  • Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: NO, Start

    2.4 ft. - Surface Aggregate Projecting, from 08 to 09 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO, Start

    11.9 ft. - Surface Reinforcement Visible, from 03 to 04 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Start

    12 ft. - Surface Reinforcement Visible, from 08 to 09 o'clock, within 8 inches of joint: NO, Start

All inspections of P25934Work order 707024

Observations (16)

DistanceCodeObservation
0MWM—
0AMH18 0886
6.3MGOMAGNESIUM COATING START
12SAP—
2.4SAP—
0MWL—
430.3SRV—
430.3SRI—
2.4SRI—
432MGOCONNECTION AT MH 9 OCLOCK
2.4SAP—
12SRV—
432.2AMH18 0885A
11.9SRV—
12SAP—
430.3SRV—

Properties (5)

additional_info
SC359199
custom_field_two
2
customer
LACSD
datetime
2018-06-08T01:26:31-07:00
year_laid
39052