Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 23, 2018, 04:47 PM
  • 05 0129_05 0128A_3232018_100245.mp4

  • 05 0129_05 0128A_3232018_100354.mp4

Date
03/23/2018
W/O
0674047
Weather
Damp
Operator/Surveyor
FRANKLIN
Sewer ID
Z00431
PipeID
P05419
Time
9:47 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
90.2 ft.
Total Length
90.2 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
Overall Rating
10
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. MGO - General Observation - Peeling & Flaking Throughout The Reach0 ft. MGO - General Observation - Grease Throughout The Reach (5%)0 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 45% MAG0 ft. AMH - Upstream Manhole, Survey Ends - 10:27 AM0 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish13.8 ft. MGP - General Photograph30.4 ft. MGP - General Photograph30.4 ft. MGP - General Photograph49.2 ft. MGP - General Photograph63 ft. MGP - General Photograph63 ft. MGP - General Photograph88.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start88.2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 45% MAG88.2 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active88.2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start88.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start90.1 ft. MWM - Water Mark, 25 %of cross sectional area90.2 ft. MWL - Water Level, 20 %of cross sectional area90.2 ft. AMH - Downstream Manhole, Survey Begins - 9:49 AM

Observation photos (10)

  • Water Level, 20 %of cross sectional area

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

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

    2 ft. - Surface Spalling, 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

  • 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

  • General Photograph

    27.2 ft. - General Photograph

  • General Photograph

    27.2 ft. - General Photograph

  • General Photograph

    41 ft. - General Photograph

  • General Photograph

    59.8 ft. - General Photograph

  • General Photograph

    59.8 ft. - General Photograph

  • General Photograph

    76.4 ft. - General Photograph

Observations (21)

DistanceCodeObservation
0MWL
90.2SAP
90.2MGOPeeling & Flaking Throughout The Reach
90.2MGOGrease Throughout The Reach (5%)
90.2SRV
59.8MGP
90.2SZ45% MAG
2SSS
27.2MGP
2SZ45% MAG
0.1MWM
76.4MGP
27.2MGP
2MGOConn. @ Mh, 3 O' Clock. Active
90.2AMH10:27 AM
0AMH9:49 AM
90.2SSS
2SRV
41MGP
2SAP
59.8MGP

Properties (6)

additional_info
THIS REACH AND THE NEXT TOTAL 330'. THIS IS THE DISTANCE FROM MH 128 TO MH 128A
custom_field_two
2
customer
LACSD
datetime
2018-03-23T09:47:19-07:00
documentation
FRANKLIN, BRAR, VENDRYES, SHADLER
is_lateral_inspection
false