Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 2, 2017, 08:08 PM

  • 08 0466_08 0465_222017_125801.mp4

Date
02/02/2017
W/O
0621922
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00026
PipeID
P00522
Time
12:08 PM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0428
Sewer Name
08 216TH STREET TRUNK
City
CARSON
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
10
Purpose
Routine Assessment
Project
20170202AM_216TH_STREET_TRUNK
Material
RCP-CTL
Shape
Circular
Height
36 in.
Upstream MH
08 0466
Downstream MH
08 0465
Dir. of Survey
Downstream
Length Surveyed
338 ft.
Total Length
338 ft.
Structural Index
4
Structural Quick
5231
Structural Rating
13
O&M Index
5
O&M Quick
5141
O&M Rating
9
Overall Index
4
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole 08 0466 to 08 0465
MH: 08 0466MH: 08 0465downstream0 ft. MWM - Water Mark, 90 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:57 PM0 ft. MGO - General Observation - UNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK0 ft. MWL - Water Level, 35 %of cross sectional area2 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MISSING TILES FROM 10 TO 02 O'CLOCK, START2 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES64.3 ft. DAR - Deposits Attached Ragging, 25 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: NO - REBAR WRAPPED WITH RAGS64.3 ft. MGO - General Observation - REBAR WITH RAGS73.5 ft. MGP - General Photograph - REBAR WRAPPED WITH RAGS92.2 ft. MGO - General Observation - REBAR128.6 ft. MGP - General Photograph - REBAR150.3 ft. MGP - General Photograph - REBAR183.5 ft. MGO - General Observation - REBAR208.9 ft. MGO - General Observation - REBAR220.3 ft. MGP - General Photograph - REBAR283.3 ft. MGP - General Photograph - REBAR332 ft. MGP - General Photograph - REBAR335.9 ft. MGP - General Photograph - SEVERE CORROSION337.2 ft. MGO - General Observation - BROKEN REBAR THROUGHOUT THE REACH337.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish337.2 ft. MGO - General Observation - MISSING TILES FROM 10 TO 02 O'CLOCK, FINISH337.2 ft. MGO - General Observation - APPROX. 85% TILES MISSING THROUGHOUT THE REACH337.2 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish337.3 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 03 O'CLOCK338 ft. AMH - Downstream Manhole, Survey Ends - 1:37 PM

Observation photos (20)

  • Water Mark, 90 %of cross sectional area

    0 ft. - Water Mark, 90 %of cross sectional area

  • Upstream Manhole, Survey Begins - 12:57 PM

    0 ft. - Upstream Manhole, Survey Begins - 12:57 PM

  • General Observation - UNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK

    0 ft. - General Observation - UNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK

  • Water Level, 35 %of cross sectional area

    0 ft. - Water Level, 35 %of cross sectional area

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

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

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

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

  • General Observation - MISSING TILES FROM 10 TO 02 O'CLOCK, START

    2 ft. - General Observation - MISSING TILES FROM 10 TO 02 O'CLOCK, START

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES

    2 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES

  • Deposits Attached Ragging, 25 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: NO - REBAR WRAPPED WITH RAGS

    64.3 ft. - Deposits Attached Ragging, 25 %of cross sectional area, from 02 to 04 o'clock, , within 8 inches of joint: NO - REBAR WRAPPED WITH RAGS

  • General Observation - REBAR WITH RAGS

    64.3 ft. - General Observation - REBAR WITH RAGS

  • General Photograph - REBAR WRAPPED WITH RAGS

    73.5 ft. - General Photograph - REBAR WRAPPED WITH RAGS

  • General Observation - REBAR

    92.2 ft. - General Observation - REBAR

  • General Photograph - REBAR

    128.6 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    150.3 ft. - General Photograph - REBAR

  • General Observation - REBAR

    183.5 ft. - General Observation - REBAR

  • General Observation - REBAR

    208.9 ft. - General Observation - REBAR

  • General Photograph - REBAR

    220.3 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    283.3 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    332 ft. - General Photograph - REBAR

  • General Photograph - SEVERE CORROSION

    335.9 ft. - General Photograph - SEVERE CORROSION

All inspections of P00522Work order 0621922

Observations (27)

DistanceCodeObservation
150.3MGPREBAR
337.2MGOBROKEN REBAR THROUGHOUT THE REACH
0MWM—
2SAV—
2SRC—
220.3MGPREBAR
64.3DARREBAR WRAPPED WITH RAGS
2MGOMISSING TILES FROM 10 TO 02 O'CLOCK, START
64.3MGOREBAR WITH RAGS
2SRV—
208.9MGOREBAR
337.2SRC—
338AMH1:37 PM
283.3MGPREBAR
0AMH12:57 PM
337.3MGOACTIVE CONN. INSIDE THE MH. @ 03 O'CLOCK
0MGOUNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK
335.9MGPSEVERE CORROSION
0MWL—
73.5MGPREBAR WRAPPED WITH RAGS
337.2MGOMISSING TILES FROM 10 TO 02 O'CLOCK, FINISH
128.6MGPREBAR
183.5MGOREBAR
332MGPREBAR
92.2MGOREBAR
337.2MGOAPPROX. 85% TILES MISSING THROUGHOUT THE REACH
337.2SAV—

Properties (4)

custom_field_three
SEVERELY CORRODED
custom_field_two
1
customer
LACSD
datetime
2017-02-02T12:08:47-08:00