Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 4, 2019, 04:55 PM
  • C 0315_C 0314_242019_091528.mp4

Date
02/04/2019
W/O
0753893
Weather
Saturated
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00135
PipeID
P09778
Time
8:55 AM
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 0315
Downstream MH
C 0314
Dir. of Survey
Downstream
Length Surveyed
356.3 ft.
Total Length
356.3 ft.
Structural Index
4
Structural Quick
5A32
Structural Rating
58
O&M Index
2
O&M Quick
2111
O&M Rating
3
Overall Index
4
Overall Quick
Overall Rating
61
Pipe schematic from manhole C 0315 to C 0314
MH: C 0315MH: C 0314downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03153 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start23.9 ft. VC - Vermin Cockroach32.6 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start50.9 ft. TFD - Tap Factory Made Defective, at 03 o'clock, -, within 8 inches of joint: NO, 6"51.2 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish67.4 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO106.3 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: NO, 6"108 ft. SRV - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO155.7 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"176.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES177.8 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start183.2 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish189.4 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: YES191.9 ft. SRV - Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES, Start235.1 ft. SRV - Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES, Finish251.2 ft. SRV - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES254 ft. SRV - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES, Start268.7 ft. SRV - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES, Finish288 ft. SRV - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO294.5 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start298.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start312.5 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6"318.7 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish353.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish353.5 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish356.3 ft. AMH - Downstream Manhole, Survey Ends - C 0314

Observation photos (13)

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

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

  • Vermin Cockroach

    23.9 ft. - Vermin Cockroach

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

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

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO

    67.4 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

    108 ft. - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

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

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

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

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

  • Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES, Start

    191.9 ft. - Surface Reinforcement Visible, from 01 to 03 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES

    251.2 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES, Start

    254 ft. - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES, Start

  • Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO

    288 ft. - Surface Reinforcement Visible, at 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    294.5 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

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

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

Observations (29)

DistanceCodeObservation
251.2SRV
106.3TFA
288SRV
50.9TFD
183.2SRV
155.7TF
67.4SRV
0MWM
294.5SRV
3SAV
356.3AMHC 0314
191.9SRV
298.7SSS
176.5SAP
0MWL
32.6SRV
353.5SSS
177.8SRV
23.9VC
51.2SRV
0AMHC 0315
318.7SRV
268.7SRV
235.1SRV
353.5SAV
108SRV
254SRV
312.5TB
189.4SRV

Properties (7)

additional_info
RFIR
custom_field_three
REBAR AND AGGREGATE
custom_field_two
2
customer
LACSD
datetime
2019-02-04T08:55:26-08:00
documentation
OBREGON, BRAR, YOUNG, RUVALCABA
is_lateral_inspection
false