Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 2, 2017, 08:03 PM

  • 08 0467_08 0466_222017_122513.mp4

Date
02/02/2017
W/O
0621922
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00026
PipeID
P00523
Time
12:03 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
Light Highway
Location Code
C
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 0467
Downstream MH
08 0466
Dir. of Survey
Downstream
Length Surveyed
157.4 ft.
Total Length
157.4 ft.
Structural Index
4
Structural Quick
5231
Structural Rating
13
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
5
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 08 0467 to 08 0466
MH: 08 0467MH: 08 0466downstream0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 90 %of cross sectional area0 ft. MGO - General Observation - UNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Begins - 12:25 PM0 ft. MGO - General Observation - UNKNOWN CONN. INSIDE THE MH. @ 06 O'CLOCK2 ft. SAV - Surface Aggregate Visible, 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. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start2 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start11.8 ft. MGP - General Photograph - REBAR31.3 ft. MGO - General Observation - REBAR39.3 ft. MGP - General Photograph - CORROSION43.3 ft. MWL - Water Level, 40 %of cross sectional area58.5 ft. MGP - General Photograph - REBAR58.5 ft. MWL - Water Level, 35 %of cross sectional area102 ft. MGP - General Photograph - REBAR119.1 ft. MGP - General Photograph - REBAR145.6 ft. MGP - General Photograph - REBAR154 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish154.6 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish154.6 ft. MGO - General Observation - MISSING TILES FROM 10 TO 02 O'CLOCK, FINISH154.6 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish154.6 ft. MGO - General Observation - APPROX. 70% TILES MISSING THROUGHOUT THE REACH155.6 ft. MGO - General Observation - UNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK157.4 ft. AMH - Downstream Manhole, Survey Ends - 12:56 PM

Observation photos (19)

  • Water Level, 50 %of cross sectional area

    0 ft. - Water Level, 50 %of cross sectional area

  • Water Mark, 90 %of cross sectional area

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

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

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

  • Upstream Manhole, Survey Begins - 12:25 PM

    0 ft. - Upstream Manhole, Survey Begins - 12:25 PM

  • General Observation - UNKNOWN CONN. INSIDE THE MH. @ 06 O'CLOCK

    0 ft. - General Observation - UNKNOWN CONN. INSIDE THE MH. @ 06 O'CLOCK

  • 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

  • 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, Start

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

  • General Photograph - REBAR

    11.8 ft. - General Photograph - REBAR

  • General Observation - REBAR

    31.3 ft. - General Observation - REBAR

  • General Photograph - CORROSION

    39.3 ft. - General Photograph - CORROSION

  • Water Level, 40 %of cross sectional area

    43.3 ft. - Water Level, 40 %of cross sectional area

  • General Photograph - REBAR

    58.5 ft. - General Photograph - REBAR

  • Water Level, 35 %of cross sectional area

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

  • General Photograph - REBAR

    102 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    119.1 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    145.6 ft. - General Photograph - REBAR

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

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

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

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

All inspections of P00523Work order 0621922

Observations (25)

DistanceCodeObservation
2SAV—
154.6SRV—
154.6MGOMISSING TILES FROM 10 TO 02 O'CLOCK, FINISH
157.4AMH12:56 PM
43.3MWL—
2MGOMISSING TILES FROM 10 TO 02 O'CLOCK, START
154.6SAV—
0MWL—
39.3MGPCORROSION
58.5MGPREBAR
0MWM—
145.6MGPREBAR
154.6MGOAPPROX. 70% TILES MISSING THROUGHOUT THE REACH
154SRC—
155.6MGOUNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK
31.3MGOREBAR
2SRC—
119.1MGPREBAR
2SRV—
0MGOUNKNOWN CONN. INSIDE THE MH. @ 03 O'CLOCK
102MGPREBAR
0AMH12:25 PM
58.5MWL—
0MGOUNKNOWN CONN. INSIDE THE MH. @ 06 O'CLOCK
11.8MGPREBAR

Properties (6)

custom_field_three
SEVERELY CORRODED
custom_field_two
1
customer
LACSD
datetime
2017-02-02T12:03:15-08:00
documentation
MIRANDA, IGNACIO, SHADLER, BRAR
is_lateral_inspection
false