Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 4, 2019, 08:23 PM

  • C 0313A_C 0313_242019_122810.mp4

Date
02/04/2019
W/O
0753893
Weather
Saturated
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00135
PipeID
P09776
Time
12:23 PM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7909
Sewer Name
C JOINT OUTFALL C - UNIT 6F
City
CERRITOS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20190204SHO_JOINT_OUTFALL_C_UNIT_6F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
15 in.
Upstream MH
C 0313A
Downstream MH
C 0313
Dir. of Survey
Downstream
Length Surveyed
364.7 ft.
Total Length
364.7 ft.
Structural Index
4
Structural Quick
5631
Structural Rating
35
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
35
Pipe schematic from manhole C 0313A to C 0313
MH: C 0313AMH: C 0313downstream0 ft. AMH - Upstream Manhole, Survey Begins - C 0313A0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area11.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start24.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start54.5 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start61.8 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish96.4 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO130.2 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: YES, Start136.4 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: YES, Finish165.1 ft. SRV - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES182.7 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"184.6 ft. SRV - Surface Reinforcement Visible, from 02 to 04 o'clock, within 8 inches of joint: YES203.8 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES364.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish364.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish364.7 ft. AMH - Downstream Manhole, Survey Ends - C 0313

Observation photos (8)

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

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

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

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

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start

    54.5 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

    96.4 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: YES, Start

    130.2 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES

    165.1 ft. - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 02 to 04 o'clock, within 8 inches of joint: YES

    184.6 ft. - Surface Reinforcement Visible, from 02 to 04 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

    203.8 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

All inspections of P09776Work order 0753893

Observations (17)

DistanceCodeObservation
96.4SRV—
54.5SRV—
364.7SSS—
182.7TF—
130.2SRV—
11.9SAV—
364.7SAV—
24.8SSS—
61.8SRV—
0AMHC 0313A
165.1SRV—
0MWL—
0MWM—
364.7AMHC 0313
136.4SRV—
203.8SRV—
184.6SRV—

Properties (6)

custom_field_three
REBAR AND AGGREGATE
custom_field_two
2
customer
LACSD
datetime
2019-02-04T12:23:53-08:00
documentation
OBREGON, BRAR, YOUNG, RUVALCABA
is_lateral_inspection
false