Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 6, 2016, 07:54 PM

  • C 0311A_C 0311_562016_130519.mp4

Date
05/06/2016
W/O
0563383
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00135
PipeID
P09772
Time
12:54 PM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7109
Sewer Name
C JOINT OUTFALL C - UNIT 6F
City
CERRITOS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Routine Assessment
Project
20160506AM_JOINT_OUTFALL_C_UNIT_6F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
15 in.
Upstream MH
C 0311A
Downstream MH
C 0311
Dir. of Survey
Downstream
Length Surveyed
161.6 ft.
Total Length
161.6 ft.
Structural Index
4
Structural Quick
5631
Structural Rating
35
O&M Index
4
O&M Quick
4131
O&M Rating
7
Overall Index
4
Overall Quick
—
Overall Rating
42
Pipe schematic from manhole C 0311A to C 0311
MH: C 0311AMH: C 0311downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:05 PM0 ft. MGO - General Observation - ROACHES INSIDE THE MH.0 ft. MWL - Water Level, 50 %of cross sectional area0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK0 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 03 O'CLOCK2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start2 ft. DAGS - Deposits Attached Grease, 15 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start5.5 ft. SRV - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO22.8 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - POSSIBLE27.3 ft. MGP - General Photograph - SEV. EXP. AGG.55.3 ft. SRV - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO55.7 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES83.1 ft. MWL - Water Level, 40 %of cross sectional area144.8 ft. MWL - Water Level, 20 %of cross sectional area146 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start149.2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish153.2 ft. MGP - General Photograph - REBAR160.2 ft. MGO - General Observation - CAPPED CONN. INSIDE THE MH. @ 09 O'CLOCK160.2 ft. SRV - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO160.2 ft. MGO - General Observation - SLIGHT GREASE THROUGHOUT THE REACH160.2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish160.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish161.4 ft. MGO - General Observation - ROACHES INSIDE THE MH.161.6 ft. AMH - Downstream Manhole, Survey Ends - 1:35 PM

Observation photos (20)

  • Upstream Manhole, Survey Begins - 1:05 PM

    0 ft. - Upstream Manhole, Survey Begins - 1:05 PM

  • General Observation - ROACHES INSIDE THE MH.

    0 ft. - General Observation - ROACHES INSIDE THE MH.

  • Water Level, 50 %of cross sectional area

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

  • Water Mark, 55 %of cross sectional area

    0 ft. - Water Mark, 55 %of cross sectional area

  • General Observation - ACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK

    0 ft. - General Observation - ACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Deposits Attached Grease, 15 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO

    2 ft. - Deposits Attached Grease, 15 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: NO

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

    5.5 ft. - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

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

    22.8 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES - POSSIBLE

  • General Photograph - SEV. EXP. AGG.

    27.3 ft. - General Photograph - SEV. EXP. AGG.

  • Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

    55.3 ft. - Surface Reinforcement Visible, at 11 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

    55.7 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Water Level, 40 %of cross sectional area

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

  • Water Level, 20 %of cross sectional area

    144.8 ft. - Water Level, 20 %of cross sectional area

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

    146 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish

    149.2 ft. - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish

  • General Photograph - REBAR

    153.2 ft. - General Photograph - REBAR

  • Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

    160.2 ft. - Surface Reinforcement Visible, at 01 o'clock, within 8 inches of joint: NO

All inspections of P09772Work order 0563383

Observations (26)

DistanceCodeObservation
160.2MGOCAPPED CONN. INSIDE THE MH. @ 09 O'CLOCK
0AMH1:05 PM
161.6AMH1:35 PM
2SSS—
5.5SRV—
0MGOROACHES INSIDE THE MH.
0MWL—
146SRV—
22.8SRVPOSSIBLE
0MWM—
0MGOACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK
55.7SRV—
160.2SRV—
161.4MGOROACHES INSIDE THE MH.
153.2MGPREBAR
160.2MGOSLIGHT GREASE THROUGHOUT THE REACH
144.8MWL—
0MGOACTIVE CONN. INSIDE THE MH. @ 03 O'CLOCK
160.2SAV—
83.1MWL—
160.2SSS—
149.2SRV—
55.3SRV—
27.3MGPSEV. EXP. AGG.
2DAGS—
2SAV—

Properties (6)

custom_field_three
REBAR
custom_field_two
2
customer
LACSD
datetime
2016-05-06T12:54:52-07:00
documentation
MIRANDA, SHADLER, FRANKLIN
is_lateral_inspection
false