Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 12, 2017, 10:54 AM
  • G 0114_G 0113_9122017_040500.mp4

Date
09/12/2017
W/O
0646199
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01441
Time
3:54 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
H0641
Sewer Name
G JOINT OUTFALL G - UNIT 8
City
COMPTON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
13
Purpose
Capital Improvement Program Assesment
Project
20170911MDM_JOINT_OUTFALL_G_UNIT_8
Material
Reinforced Concrete Pipe
Shape
Circular
Height
48 in.
Upstream MH
G 0114
Downstream MH
G 0113
Dir. of Survey
Downstream
Length Surveyed
293.7 ft.
Total Length
293.7 ft.
Structural Index
5
Structural Quick
5641
Structural Rating
36
O&M Index
5
O&M Quick
5141
O&M Rating
9
Overall Index
5
Overall Quick
Overall Rating
45
Pipe schematic from manhole G 0114 to G 0113
MH: G 0114MH: G 0113downstream0 ft. MWM - Water Mark, 60 %of cross sectional area0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. AMH - Upstream Manhole, Survey Begins - 3:55AM8 ft. MGO - General Observation - MISSING TILES 95% START 9:00 TO 3:008 ft. MGO - General Observation - 48" RCP-CTL8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SOFT CONCRETE & OLD MAG COAT8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AT AREAS OF MISSING TILES23.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - BROKEN CIRCUM REBAR UNDER MAG COAT23.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING LONG & CIRCUM REBARREBAR76.6 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN REBAR104.5 ft. MGO - General Observation - 2 ROWS TLIE INTACT116.2 ft. MGO - General Observation - 1 ROW TILES INTACT131 ft. SRC - Surface Reinforcement Corroded, at 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR138.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR242.4 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - BROKEN MISSING REBAR249 ft. DSZ - Deposits Settled Other, 40 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: NO - TILES IN FLOW293.2 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active293.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SOFT CONCRETE OLD MAG COAT MIX293.2 ft. MGO - General Observation - MISSING TILES 95%293.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - BROKEN MISSING LONG & CIRCUM REBAR293.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG293.7 ft. AMH - Downstream Manhole, Survey Ends - 4:45AM

Observation photos (10)

  • General Observation - MISSING TILES 95% START 9:00 TO 3:00

    8 ft. - General Observation - MISSING TILES 95% START 9:00 TO 3:00

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SOFT CONCRETE & OLD MAG COAT

    8 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SOFT CONCRETE & OLD MAG COAT

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AT AREAS OF MISSING TILES

    8 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AT AREAS OF MISSING TILES

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

    23.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES - BROKEN CIRCUM REBAR UNDER MAG COAT

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING LONG & CIRCUM REBARREBAR

    23.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - BROKEN MISSING LONG & CIRCUM REBARREBAR

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

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

  • General Observation - 1 ROW TILES INTACT

    116.2 ft. - General Observation - 1 ROW TILES INTACT

  • Surface Reinforcement Corroded, at 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

    131 ft. - Surface Reinforcement Corroded, at 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

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

    138.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: NO - BROKEN MISSING REBAR

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

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

Observations (23)

DistanceCodeObservation
116.2MGO1 ROW TILES INTACT
131SRCBROKEN MISSING REBAR
8MGOMISSING TILES 95% START 9:00 TO 3:00
138.5SRCBROKEN MISSING REBAR
23.5SRCBROKEN CIRCUM REBAR UNDER MAG COAT
76.6SRCBROKEN REBAR
293.2MGOConn. @ Mh, 9 O' Clock. Active
293.2SSSSOFT CONCRETE OLD MAG COAT MIX
242.4SRCBROKEN MISSING REBAR
293.2MGOMISSING TILES 95%
0MWM
0MWL
23.5SRCBROKEN MISSING LONG & CIRCUM REBARREBAR
104.5MGO2 ROWS TLIE INTACT
293.2SRCBROKEN MISSING LONG & CIRCUM REBAR
0MGOConn. @ Mh, 3 O' Clock. Active
293.2SAMSEVERE AGG
0AMH3:55AM
8MGO48" RCP-CTL
249DSZTILES IN FLOW
8SSSSOFT CONCRETE & OLD MAG COAT
293.7AMH4:45AM
8SAMSEVERE AT AREAS OF MISSING TILES

Properties (4)

custom_field_three
BROKEN MISSING REBAR
custom_field_two
1
customer
LACSD
datetime
2017-09-12T03:54:04-07:00