Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 10, 2016, 10:47 AM

  • 05 1915_05 1914_3102016_034524.mp4

Date
03/10/2016
W/O
0552290
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00501
PipeID
P07142
Time
2:47 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0087
Sewer Name
05 PALOS VERDES NORTH SLOPE TRUNK, SECT 1
City
PALO VERDES
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
35
Purpose
Capital Improvement Program Assesment
Project
20160310MDM_PALOS_VERDES_NORTH_SLOPE_TRUNK_SECT_1
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
05 1915
Downstream MH
05 1914
Dir. of Survey
Downstream
Length Surveyed
388.7 ft.
Total Length
388.7 ft.
Structural Index
3
Structural Quick
4A37
Structural Rating
77
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
81
Pipe schematic from manhole 05 1915 to 05 1914
MH: 05 1915MH: 05 1914downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 0%of cross sectional area - NO FLOW0 ft. AMH - Upstream Manhole, Survey Begins - 3:30AM2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PELING CONCRETE2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG17.4 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT36 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG47.9 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - SLIGHT47.9 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - SLIGHT93.8 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT145.4 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - SLIGHT145.4 ft. FL - Fracture Longitudinal, at 11 o'clock, within 8 inches of joint: YES - SLIGHT163.1 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - HAIRLINES175.3 ft. FM - Fracture Multiple, from 10 to 02 o'clock, within 8 inches of joint: YES - HAIRLINE178.9 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT208.8 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H248.1 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SLIGHT269.4 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H269.4 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H272.7 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT285 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES299.6 ft. MGP - General Photograph - 15" VCP309.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES - EVERE AGG321.4 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H333.8 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT358.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE368.1 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open372.9 ft. FM - Fracture Multiple, from 09 to 04 o'clock, within 8 inches of joint: YES - SLIGHT382 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SLIGHT382.1 ft. FC - Fracture Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES - H388.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG388.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE388.7 ft. AMH - Downstream Manhole, Survey Ends - 4:20AM

Observation photos (9)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PELING CONCRETE

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PELING CONCRETE

  • 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

  • Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT

    17.4 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    36 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT

    272.7 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT

  • General Photograph - 15" VCP

    299.6 ft. - General Photograph - 15" VCP

  • Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT

    333.8 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

    358.3 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES - PEELING CONCRETE

  • Fracture Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES - H

    382.1 ft. - Fracture Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES - H

All inspections of P07142Work order 0552290

Observations (33)

DistanceCodeObservation
2SSSPELING CONCRETE
388.7AMH4:20AM
272.7FMSLIGHT
358.3SSSPEELING CONCRETE
299.6MGP15" VCP
388.3SAMSEVERE AGG
47.9FLSLIGHT
178.9FCSLIGHT
285FL—
93.8FMSLIGHT
36SAMSEVERE AGG
0MWM—
309.3SAMEVERE AGG
372.9FMSLIGHT
17.4FMSLIGHT
163.1FMHAIRLINES
145.4FLSLIGHT
248.1FCSLIGHT
0MWLNO FLOW
388.3SSSPEELING CONCRETE
0AMH3:30AM
382FCSLIGHT
368.1TFOpen
208.8FLH
269.4FLH
2SAMSEVERE AGG
333.8FMSLIGHT
321.4FCH
175.3FMHAIRLINE
382.1FCH
145.4FLSLIGHT
47.9FCSLIGHT
269.4FLH

Properties (6)

custom_field_three
SEVERE AGG MISSING-PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-03-10T02:47:11-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false