Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 6, 2017, 08:11 AM

  • A 0509_A 0508_462017_033140.mp4

Date
04/06/2017
W/O
0619134
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00315
PipeID
P07745
Time
1:11 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0484 & H0485
Sewer Name
A JOA-1A DISTRICT 5 INTERCEPTOR
City
GARDENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
20
Purpose
Capital Improvement Program Assesment
Project
20170405MDM_JOA_1A_DISTRICT_5_INTERCEPTOR
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Upstream MH
A 0509
Downstream MH
A 0508
Dir. of Survey
Downstream
Length Surveyed
223.6 ft.
Total Length
223.6 ft.
Structural Index
5
Structural Quick
5C41
Structural Rating
94
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
94
Pipe schematic from manhole A 0509 to A 0508
MH: A 0509MH: A 0508downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:30AM2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - MAG COAT 90% START 9:00 TO 3:009.6 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - CIRCUM REBAR13.1 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Start24.7 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR35.5 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR UNDER MAG COAT44.6 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR66.3 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR76.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR CORRODED & MISSING76.1 ft. MGO - General Observation - MAG COAY 90% FINISH76.1 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO, Finish - CIRCUM REBAR UNDER MAG COAT86.4 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES - CORRODE MISSING REBAR125 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR156.5 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR181.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO, Start - CORRODEDBEYOUND REBAR184.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CORRODED BEYOUND REBAR187.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR197.7 ft. SRC - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: NO - ALL REBAR MISSING201 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BRYOUND REBAR204.4 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR204.4 ft. MGO - General Observation - NEW DVD#H0485210 ft. SRC - Surface Reinforcement Corroded, from 12 to 01 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR210 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR220.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR223.2 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Finish - LONG REBAR223.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG223.2 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active OUTGOING LINE223.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - CORRODED BEYOUND REBAR223.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO, Finish - CORRODED BEYOUND REBAR223.2 ft. SRC - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - CORRODED CIRCUM REBAR223.6 ft. AMH - Downstream Manhole, Survey Ends - 5:00AM

Observation photos (20)

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Observation - MAG COAT 90% START 9:00 TO 3:00

    2 ft. - General Observation - MAG COAT 90% START 9:00 TO 3:00

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    9.6 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

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

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR UNDER MAG COAT

    35.5 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO, Start - CIRCUM REBAR UNDER MAG COAT

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    44.6 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    66.3 ft. - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR CORRODED & MISSING

    76.1 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR CORRODED & MISSING

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES - CORRODE MISSING REBAR

    86.4 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: YES - CORRODE MISSING REBAR

  • Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR

    125 ft. - Surface Reinforcement Corroded, from 09 to 03 o'clock, within 8 inches of joint: NO - CORRODED MISSING REBAR

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

    156.5 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start - LONG REBAR

  • Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO, Start - CORRODEDBEYOUND REBAR

    181.7 ft. - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO, Start - CORRODEDBEYOUND REBAR

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

    184.1 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - CORRODED BEYOUND REBAR

  • Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

    187.9 ft. - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

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

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

  • Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BRYOUND REBAR

    201 ft. - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BRYOUND REBAR

  • Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

    204.4 ft. - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

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

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

  • Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

    210 ft. - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

  • Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

    220.2 ft. - Surface Reinforcement Corroded, from 11 to 02 o'clock, within 8 inches of joint: NO - CORRODED BEYOUND REBAR

All inspections of P07745Work order 0619134

Observations (34)

DistanceCodeObservation
44.6SRVCIRCUM REBAR
0MWL—
204.4SRCCORRODED BEYOUND REBAR
76.1SRCCIRCUM REBAR CORRODED & MISSING
9.6SRVCIRCUM REBAR
197.7SRCALL REBAR MISSING
76.1MGOMAG COAY 90% FINISH
204.4MGONEW DVD#H0485
86.4SRCCORRODE MISSING REBAR
223.2SRVLONG REBAR
220.2SRCCORRODED BEYOUND REBAR
35.5SRVCIRCUM REBAR UNDER MAG COAT
223.2SAMSEVERE AGG
187.9SRCCORRODED BEYOUND REBAR
156.5SRVLONG REBAR
2SAMSEVERE AGG
223.2MGOConn. @ Mh, 3 O' Clock. Active OUTGOING LINE
184.1SRCCORRODED BEYOUND REBAR
0MWM—
125SRCCORRODED MISSING REBAR
181.7SRCCORRODEDBEYOUND REBAR
201SRCCORRODED BRYOUND REBAR
223.2SRCCORRODED BEYOUND REBAR
2MGOMAG COAT 90% START 9:00 TO 3:00
223.2SRCCORRODED BEYOUND REBAR
223.6AMH5:00AM
223.2SRCCORRODED CIRCUM REBAR
210SRCCORRODED BEYOUND REBAR
0AMH3:30AM
13.1SRV—
66.3SRVCIRCUM REBAR
76.1SRVCIRCUM REBAR UNDER MAG COAT
210SRCCORRODED BEYOUND REBAR
24.7SRVCIRCUM REBAR

Properties (4)

custom_field_three
CORRODED BEYOUND REBAR
custom_field_two
1
customer
LACSD
datetime
2017-04-06T01:11:37-07:00