Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 20, 2018, 11:42 AM

  • Section#7_G 0118_G 0117__7202018__I0036.mp4

Date
07/20/2018
W/O
0711987
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01180
PipeID
P01445
Time
4:42 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0036
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.
16
Purpose
Capital Improvement Program Assesment
Project
20180718MDM_JOINT_OUTFALL_G_UNIT_8
Material
RCP-CTL
Shape
Circular
Height
48 in.
Upstream MH
G 0118
Downstream MH
G 0117
Dir. of Survey
Downstream
Length Surveyed
357.7 ft.
Total Length
357.7 ft.
Structural Index
5
Structural Quick
5O4M
Structural Rating
674
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
—
Overall Rating
679
Pipe schematic from manhole G 0118 to G 0117
MH: G 0118MH: G 0117downstream0 ft. AMH - Upstream Manhole, Survey Begins - 5:05AM0 ft. MWL - Water Level, 80 %of cross sectional area0 ft. MGO - General Observation - CONCRETE STOP LOG BLOCKING ABANDONED LINE IN MH0 ft. MWM - Water Mark, 90 %of cross sectional area2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG & CIRCUM REBAR2 ft. MGO - General Observation - 100% MISSING TILES START11:00 TO 1:002 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES8 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR MISSING15.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR25.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR34.6 ft. MGO - General Observation - 70% TILES IN PLACE START53.3 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR73.5 ft. SRC - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: NO - MISSING REBAR128.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR137.5 ft. MGO - General Observation - 90% MISSING TILES START251.2 ft. SRC - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR357.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG & CIRCUM REBAR CORRODED & MISSING357.2 ft. MGO - General Observation - MH CONN 9:00 ACTIVE357.2 ft. MGO - General Observation - 90% MISSING TILES FINISH357.2 ft. SAM - Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - SSEVERE AGG357.7 ft. AMH - Downstream Manhole, Survey Ends - 5:50AM

Observation photos (12)

  • General Observation - CONCRETE STOP LOG BLOCKING ABANDONED LINE IN MH

    0 ft. - General Observation - CONCRETE STOP LOG BLOCKING ABANDONED LINE IN MH

  • General Observation - 100% MISSING TILES START11:00 TO 1:00

    2 ft. - General Observation - 100% MISSING TILES START11:00 TO 1:00

  • Surface Aggregate Missing, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG AREAS OF MISSING TILES

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

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

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

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

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

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

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

  • General Observation - 70% TILES IN PLACE START

    34.6 ft. - General Observation - 70% TILES IN PLACE START

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

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

  • Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: NO - MISSING REBAR

    73.5 ft. - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: NO - MISSING REBAR

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

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

  • General Observation - 90% MISSING TILES START

    137.5 ft. - General Observation - 90% MISSING TILES START

  • Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    251.2 ft. - Surface Reinforcement Corroded, from 12 to 02 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

All inspections of P01445Work order 0711987

Observations (21)

DistanceCodeObservation
25.5SRCCIRCUM REBAR
34.6MGO70% TILES IN PLACE START
357.2SRCLONG & CIRCUM REBAR CORRODED & MISSING
357.2MGOMH CONN 9:00 ACTIVE
15.7SRCLONG & CIRCUM REBAR
251.2SRCCIRCUM REBAR
357.2MGO90% MISSING TILES FINISH
2SRCLONG & CIRCUM REBAR
53.3SRCCORRODED MISSING REBAR
357.7AMH5:50AM
2MGO100% MISSING TILES START11:00 TO 1:00
2SAMSEVERE AGG AREAS OF MISSING TILES
0AMH5:05AM
128.5SRCLONG & CIRCUM REBAR
0MWL—
73.5SRCMISSING REBAR
357.2SAMSSEVERE AGG
8SRCLONG & CIRCUM REBAR MISSING
0MGOCONCRETE STOP LOG BLOCKING ABANDONED LINE IN MH
137.5MGO90% MISSING TILES START
0MWM—

Properties (4)

custom_field_three
LONG & CIRCUM REBAR CORRODED & MISSING
custom_field_two
1
customer
LACSD
datetime
2018-07-20T04:42:57-07:00