Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 17, 2017, 09:05 AM

  • C 0069_C 0068_5172017_023100.mp4

Date
05/17/2017
W/O
0624565
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00120
PipeID
P09541
Time
2:05 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0528
Sewer Name
C JOINT OUTFALL C - UNIT 3A
City
LONG BEACH
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 03
Page No.
18
Purpose
Routine Assessment
Project
20170517MDM_JOINT_OUTFALL_C_UNIT_3A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
72 in.
Upstream MH
C 0069
Downstream MH
C 0068
Dir. of Survey
Downstream
Length Surveyed
132.8 ft.
Total Length
132.8 ft.
Structural Index
4
Structural Quick
5533
Structural Rating
36
O&M Index
4
O&M Quick
5142
O&M Rating
28
Overall Index
4
Overall Quick
—
Overall Rating
64
Pipe schematic from manhole C 0069 to C 0068
MH: C 0069MH: C 0068downstream0 ft. MWM - Water Mark, 80 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:20AM0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - POSSIBLE LONG & CIRCUM REBAR10 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - LONG & CIRCUM REBAR13.1 ft. ID - Infiltration Dripper, from 12 to 02 o'clock, within 8 inches of joint: YES21.8 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR26.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM38.7 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM48.8 ft. SRV - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM LONG REBAR53.1 ft. IR - Infiltration Runner, from 01 to 02 o'clock, within 8 inches of joint: YES58.5 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR67.2 ft. IR - Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES76.7 ft. ID - Infiltration Dripper, from 10 to 02 o'clock, within 8 inches of joint: YES99.6 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SPORATIC99.6 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG99.6 ft. ID - Infiltration Dripper, from 12 to 02 o'clock, within 8 inches of joint: YES108.2 ft. MGO - General Observation - M,AG COAT 50% START124.3 ft. ID - Infiltration Dripper, from 11 to 01 o'clock, within 8 inches of joint: YES130.9 ft. ID - Infiltration Dripper, from 11 to 02 o'clock, within 8 inches of joint: YES132.2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE132.2 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC132.8 ft. MSA - Survey Abandoned - CAMERA LOST PICTURE WOULD NOT WORK

Observation photos (12)

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - POSSIBLE LONG & CIRCUM REBAR

    2 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - POSSIBLE LONG & CIRCUM REBAR

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

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

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    21.8 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM

    26.9 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM

    38.7 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM

  • Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM LONG REBAR

    48.8 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO - CIRCUM LONG REBAR

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

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

  • Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES

    67.2 ft. - Infiltration Runner, from 10 to 02 o'clock, within 8 inches of joint: YES

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

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

  • General Observation - M,AG COAT 50% START

    108.2 ft. - General Observation - M,AG COAT 50% START

All inspections of P09541Work order 0624565

Observations (25)

DistanceCodeObservation
76.7ID—
0MWM—
58.5SRVCIRCUM REBAR
0AMH2:20AM
2SSSBLISTERING PEELING CONCRETE
132.2SSSBLISTERING PEELING CONCRETE
130.9ID—
67.2IR—
10SRVLONG & CIRCUM REBAR
0MWL—
38.7SAVCIRCUM
13.1ID—
2SAPSEVERE AGG
2SRVPOSSIBLE LONG & CIRCUM REBAR
48.8SRVCIRCUM LONG REBAR
99.6SAVSPORATIC
26.9SRVCIRCUM
99.6SAPSEVERE AGG
21.8SRVCIRCUM REBAR
108.2MGOM,AG COAT 50% START
132.8MSACAMERA LOST PICTURE WOULD NOT WORK
132.2SAVSEVERE AGG SPORATIC
124.3ID—
99.6ID—
53.1IR—

Properties (2)

customer
LACSD
datetime
2017-05-17T02:05:25-07:00