Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 30, 2017, 10:27 AM
  • A 0876_A 0875 __30102017_032852.mp4

Date
10/30/2017
W/O
668909
Weather
Dry
Operator/Surveyor
JUAN B
Sewer ID
Z00318
PipeID
P07970
Time
3:27 AM
Certificate
U-715-07000770
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K5156
Sewer Name
A JOA-1A FLORENCE AVENUE INTERCEPTOR
City
NORWALK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
29
Purpose
Routine Assessment
Project
WO_668909_TV18067_NOV2017
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
A 0876
Downstream MH
A 0875
Dir. of Survey
Downstream
Length Surveyed
441.8 ft.
Total Length
441.8 ft.
Structural Index
3
Structural Quick
3Q22
Structural Rating
268
O&M Index
2
O&M Quick
2P00
O&M Rating
170
Overall Index
3
Overall Quick
Overall Rating
438
Pipe schematic from manhole A 0876 to A 0875
MH: A 0876MH: A 0875downstream0 ft. AMH - Upstream Manhole, Survey Begins - A 08760 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area2 ft. SRP - Surface Reinforcement Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - MAG COATING3.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start3.9 ft. MGO - General Observation - MAG COATING5.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - DEBRIS335.2 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - DEBRIS356.3 ft. LL - Alignment Left, 15 %, Start440 ft. SRP - Surface Reinforcement Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish440.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish440.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish440.3 ft. LL - Alignment Left, 15 %, Finish441.8 ft. AMH - Downstream Manhole, Survey Ends - A 0875

Observation photos (2)

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

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock,  , within 8 inches of joint: YES, Start

    3.9 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

Observations (15)

DistanceCodeObservation
440.3DAGS
440SRP
440.3SSS
356.3LL
5.6DSZDEBRIS
2SRP
0AMHA 0876
0MWL
335.2DSZDEBRIS
3.9SSSMAG COATING
440.3LL
3.9DAGS
441.8AMHA 0875
0MWM
3.9MGOMAG COATING

Properties (6)

additional_info
SC350360
custom_field_two
2
customer
LACSD
datetime
2017-10-30T03:27:47-07:00
sewer_category
Gravity
year_laid
31303