Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 13, 2019, 07:20 AM

  • C 0174_C 0173_5132019_002825.mp4

Date
05/13/2019
W/O
0766488
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00130
PipeID
P09698
Time
12:20 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1207
Sewer Name
C JOINT OUTFALL C - UNIT 5C
City
LAKEWOOD
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
10
Purpose
Capital Improvement Program Assesment
Project
20190510MDM_JOINT_OUTFALL_C_UNIT_5C
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
C 0173
Downstream MH
C 0174
Dir. of Survey
Upstream
Length Surveyed
255.8 ft.
Total Length
255.8 ft.
Structural Index
5
Structural Quick
5A41
Structural Rating
69
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
4
Overall Quick
—
Overall Rating
71
Pipe schematic from manhole C 0173 to C 0174
MH: C 0173MH: C 0174upstream0 ft. AMH - Upstream Manhole, Survey Ends - 1:05AM0.3 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN0.3 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Finish - LONG REBAR SPORATIC0.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE0.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR SPORATIC0.3 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active2.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR74.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR96.9 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Start - LONG REBAR SPORATIC107.4 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR SPORATIC132 ft. SRC - Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR138 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open144.7 ft. SRC - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR164.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG164.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG174.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR SPORATIC199.3 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 05 o'clock, , within 8 inches of joint: YES209.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE224.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR SP[ORATIC230 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR238.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR247 ft. SRC - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR249.8 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR253.8 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR253.8 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG255.7 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. A255.8 ft. AMH - Downstream Manhole, Survey Begins - 12:30AM255.8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active255.8 ft. MWM - Water Mark, 20 %of cross sectional area255.8 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (16)

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

    6 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    8.8 ft. - Surface Reinforcement Corroded, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

    17.6 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - LONG CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    25.8 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR SP[ORATIC

    30.9 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR SP[ORATIC

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

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

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 05 o'clock, , within 8 inches of joint: YES

    56.5 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 10 to 05 o'clock, , within 8 inches of joint: YES

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

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

  • Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    111.1 ft. - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    123.8 ft. - Surface Reinforcement Corroded, from 11 to 12 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR SPORATIC

    148.4 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR SPORATIC

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Start - LONG REBAR SPORATIC

    158.9 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Start - LONG REBAR SPORATIC

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    181.5 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

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

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

All inspections of P09698Work order 0766488

Observations (31)

DistanceCodeObservation
30.9SRCLONG CIRCUM REBAR SP[ORATIC
0AMH12:30AM
148.4SRCCIRCUM REBAR SPORATIC
0MGOConn. @ Mh, 9 O' Clock. Active
253.6SRCLONG CIRCUM REBAR
111.1SRCCIRCUM REBAR
255.5MGOConn. @ Mh, 3 O' Clock. OPEN
17.6SRCLONG CIRCUM REBAR
0MWM—
255.5SRCLONG REBAR SPORATIC
123.8SRCCIRCUM REBAR
91.6SAPSEVERE AGG
158.9SRCLONG REBAR SPORATIC
255.8AMH1:05AM
6SRCLONG REBAR
8.8SRCCIRCUM REBAR
117.8TFOpen
25.8SRCCIRCUM REBAR
0.1MGOConn. @ Mh, 3 O' Clock. A
56.5DAE—
2SRCCIRCUM REBAR
81.2SRCLONG CIRCUM REBAR SPORATIC
46.6SSSBLISTERING PEELING CONCRETE
255.5SAPSEVERE AGG
91.6SAMSEVERE AGG
255.5SSSBLISTERING PEELING CONCRETE
181.5SRCCIRCUM REBAR
255.5SRCCIRCUM REBAR SPORATIC
2SAMSEVERE AGG
255.5MGOConn. @ Mh, 9 O' Clock. Active
0MWL—

Properties (6)

custom_field_three
LONG CURCUM REBAR CORRODED
custom_field_two
2
customer
LACSD
datetime
2019-05-13T00:20:41-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false