Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 23, 2018, 05:29 PM

  • 05 0129_05 0130_3232018_103934.mp4

Date
03/23/2018
W/O
0674047
Weather
Damp
Operator/Surveyor
FRANKLIN
Sewer ID
Z00431
PipeID
P05419
Time
10:29 AM
Certificate
U-415-06024039
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Jetting
Media Label
G7665
Sewer Name
05 DISTRICT #5 MAIN TRUNK
City
HAWTHORNE
Loc. details
Parking Lot
Location Code
G
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
13
Purpose
Capital Improvement Program Assesment
Project
20180323DF_DISTRICT_5_MAIN_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
36 in.
Upstream MH
05 0128A
Downstream MH
05 0128
Dir. of Survey
Upstream
Length Surveyed
240.7 ft.
Total Length
240.7 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole 05 0128A to 05 0128
MH: 05 0128AMH: 05 0128upstream0 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. AMH - Upstream Manhole, Survey Ends - 11:08 AM0 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 45% MAG0 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish51.7 ft. MGP - General Photograph136.4 ft. MGP - General Photograph183.7 ft. MGP - General Photograph - PEELING/FLAKING183.7 ft. MGP - General Photograph206 ft. DAR - Deposits Attached Ragging, 5 %of cross sectional area, at 10 o'clock, , within 8 inches of joint: YES238.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start238.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start238.7 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 45% MAG238.7 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start240.7 ft. AMH - Downstream Manhole, Survey Begins - 10:37 AM240.7 ft. MWM - Water Mark, 25 %of cross sectional area240.7 ft. MWL - Water Level, 20 %of cross sectional area

Observation photos (7)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

  • Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 45% MAG

    2 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 45% MAG

  • Deposits Attached Ragging, 5 %of cross sectional area, at 10 o'clock, , within 8 inches of joint: YES

    34.7 ft. - Deposits Attached Ragging, 5 %of cross sectional area, at 10 o'clock, , within 8 inches of joint: YES

  • General Photograph - PEELING/FLAKING

    57 ft. - General Photograph - PEELING/FLAKING

  • General Photograph

    57 ft. - General Photograph

  • General Photograph

    104.3 ft. - General Photograph

  • General Photograph

    189 ft. - General Photograph

All inspections of P05419Work order 0674047

Observations (17)

DistanceCodeObservation
240.7SAP—
2SSS—
2SAP—
240.7SRV—
57MGPPEELING/FLAKING
104.3MGP—
189MGP—
2SZ45% MAG
240.7AMH11:08 AM
0AMH10:37 AM
0MWM—
0MWL—
34.7DAR—
57MGP—
240.7SZ45% MAG
240.7SSS—
2SRV—

Properties (6)

additional_info
THIS REACH AND THE PREVIOUS TOTAL 330'. THIS IS THE DISTANCE FROM MH 128 TO MH 128A
custom_field_two
2
customer
LACSD
datetime
2018-03-23T10:29:43-07:00
documentation
FRANKLIN, BRAR, VENDRYES, SHADLER
is_lateral_inspection
false