Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 9, 2016, 07:14 PM
  • C 0314_C 0313A_592016_121636.mp4

Date
05/09/2016
W/O
0563383
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00135
PipeID
P09777
Time
12:14 PM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G7112
Sewer Name
C JOINT OUTFALL C - UNIT 6F
City
CERRITOS
Loc. details
Parking Lot
Location Code
G
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 0314
Downstream MH
C 0313A
Dir. of Survey
Downstream
Length Surveyed
379.6 ft.
Total Length
379.6 ft.
Structural Index
5
Structural Quick
5831
Structural Rating
45
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
4
Overall Quick
Overall Rating
49
Pipe schematic from manhole C 0314 to C 0313A
MH: C 0314MH: C 0313Adownstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:15 PM0 ft. MGO - General Observation - ROACHES INSIDE THE MH.0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Start128.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 11 to 04 o'clock, , within 8 inches of joint: YES137.5 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"139.3 ft. DAE - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 03 o'clock, , within 8 inches of joint: YES139.3 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"161.3 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6" - OPEN168.5 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO, Start173.6 ft. SRV - Surface Reinforcement Visible, from 12 to 03 o'clock, within 8 inches of joint: NO, Finish201.7 ft. SRV - Surface Reinforcement Visible, from 11 to 04 o'clock, within 8 inches of joint: NO, Start204.6 ft. MGP - General Photograph - REBAR206 ft. SRV - Surface Reinforcement Visible, from 11 to 04 o'clock, within 8 inches of joint: NO, Finish221.3 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO275.1 ft. SRV - Surface Reinforcement Visible, from 01 to 04 o'clock, within 8 inches of joint: NO277 ft. SRV - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO279.4 ft. MGP - General Photograph - CORROSION286.5 ft. SRV - Surface Reinforcement Visible, from 11 to 02 o'clock, within 8 inches of joint: NO289.2 ft. MGP - General Photograph - REBAR291.1 ft. SRV - Surface Reinforcement Visible, from 08 to 10 o'clock, within 8 inches of joint: YES306.2 ft. SRV - Surface Reinforcement Visible, from 11 to 02 o'clock, within 8 inches of joint: YES377.3 ft. MGO - General Observation - CORRODED PIPE377.3 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish377.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO, Finish377.9 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK377.9 ft. MGO - General Observation - ROACHES INSIDE THE MH.377.9 ft. MGO - General Observation - GREASE INSIDE THE MH.379.6 ft. AMH - Downstream Manhole, Survey Ends - 1:06 PM

Observation photos (21)

  • Upstream Manhole, Survey Begins - 12:15 PM

    0 ft. - Upstream Manhole, Survey Begins - 12:15 PM

  • General Observation - ROACHES INSIDE THE MH.

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

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

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

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

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

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"

    137.5 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 4"

  • Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 03 o'clock,  , within 8 inches of joint: YES

    139.3 ft. - Deposits Attached Encrustation, 10 %of cross sectional area, from 01 to 03 o'clock, , within 8 inches of joint: YES

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"

    139.3 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 4"

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6" - OPEN

    161.3 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: NO, 6" - OPEN

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

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

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

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

  • Surface Reinforcement Visible, from 11 to 04 o'clock, within 8 inches of joint: NO, Start

    201.7 ft. - Surface Reinforcement Visible, from 11 to 04 o'clock, within 8 inches of joint: NO, Start

  • General Photograph - REBAR

    204.6 ft. - General Photograph - REBAR

  • Surface Reinforcement Visible, from 11 to 04 o'clock, within 8 inches of joint: NO, Finish

    206 ft. - Surface Reinforcement Visible, from 11 to 04 o'clock, within 8 inches of joint: NO, Finish

  • Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

    221.3 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 01 to 04 o'clock, within 8 inches of joint: NO

    275.1 ft. - Surface Reinforcement Visible, from 01 to 04 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

    277 ft. - Surface Reinforcement Visible, at 10 o'clock, within 8 inches of joint: NO

  • General Photograph - CORROSION

    279.4 ft. - General Photograph - CORROSION

  • Surface Reinforcement Visible, from 11 to 02 o'clock, within 8 inches of joint: NO

    286.5 ft. - Surface Reinforcement Visible, from 11 to 02 o'clock, within 8 inches of joint: NO

  • General Photograph - REBAR

    289.2 ft. - General Photograph - REBAR

  • Surface Reinforcement Visible, from 08 to 10 o'clock, within 8 inches of joint: YES

    291.1 ft. - Surface Reinforcement Visible, from 08 to 10 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 11 to 02 o'clock, within 8 inches of joint: YES

    306.2 ft. - Surface Reinforcement Visible, from 11 to 02 o'clock, within 8 inches of joint: YES

Observations (31)

DistanceCodeObservation
379.6AMH1:06 PM
0AMH12:15 PM
139.3DAE
2SAV
275.1SRV
0MGOROACHES INSIDE THE MH.
291.1SRV
137.5TBA
2SSS
279.4MGPCORROSION
377.3MGOCORRODED PIPE
377.3SAV
201.7SRV
128.3DAE
377.9MGOACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK
139.3TBA
377.3SSS
0MWM
286.5SRV
0MWL
204.6MGPREBAR
221.3SRV
161.3TBOPEN
289.2MGPREBAR
377.9MGOROACHES INSIDE THE MH.
306.2SRV
206SRV
277SRV
377.9MGOGREASE INSIDE THE MH.
168.5SRV
173.6SRV

Properties (6)

custom_field_three
REBAR/CORRODED PIPE
custom_field_two
2
customer
LACSD
datetime
2016-05-09T12:14:21-07:00
documentation
MIRANDA & FRANKLIN
is_lateral_inspection
false