Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 3, 2016, 09:23 AM
  • 18 0429_18 0428_20160503_024503.mp4

Date
05/03/2016
W/O
569081
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00675
PipeID
P14277
Time
2:23 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3360
Sewer Name
18 FLORENCE AVENUE TRUNK
City
SANTA FE SPRINGS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
19
Purpose
Routine Assessment
Project
RFIR_WO_569081_TV18097_MAY2016
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
18 0429
Downstream MH
18 0428
Dir. of Survey
Downstream
Length Surveyed
452 ft.
Total Length
452 ft.
Structural Index
3
Structural Quick
523Q
Structural Rating
277
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
3
Overall Quick
Overall Rating
281
Pipe schematic from manhole 18 0429 to 18 0428
MH: 18 0429MH: 18 0428downstream0 ft. MWM - Water Mark, 5 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 18 04290 ft. MWL - Water Level, 5 %of cross sectional area2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start3.7 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Start39.2 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SPORADICALLY VISIBLE60 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish249.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"302.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"350.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"399.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"441.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"447 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish447.8 ft. DSF - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Finish452 ft. AMH - Downstream Manhole, Survey Ends - 18 0428

Observation photos (3)

  • Deposits Settled Fine,  5 %of cross sectional area, at 06 o'clock,  , within 8 inches of joint: NO, Start

    3.7 ft. - Deposits Settled Fine, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SPORADICALLY VISIBLE

    39.2 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SPORADICALLY VISIBLE

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish

    60 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish

Observations (15)

DistanceCodeObservation
447SAV
0MWM
2SAV
399.3TFC
60SRV
447.8DSF
0AMH18 0429
452AMH18 0428
39.2SRVSPORADICALLY VISIBLE
249.1TFC
350.2TFC
3.7DSF
302.2TFC
0MWL
441.7TFC

Properties (4)

custom_field_two
2
customer
LACSD
datetime
2016-05-03T02:23:43-07:00
sewer_category
GRAVITY