Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 17, 2018, 03:34 PM

  • D 0066_D 0064_9172018_090329.mp4

Date
09/17/2018
W/O
0726352
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00154
PipeID
P09966
Time
8:34 AM
Certificate
U-415-06024039
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7810
Sewer Name
D JOINT OUTFALL D - UNIT 4
City
HAWTHORNE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
20
Purpose
Capital Improvement Program Assesment
Project
20180913DF_JOINT_OUTFALL_D_UNIT_4
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
D 0064
Downstream MH
D 0066
Dir. of Survey
Upstream
Length Surveyed
11.2 ft.
Total Length
11.2 ft.
Structural Index
3
Structural Quick
5132
Structural Rating
13
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole D 0064 to D 0066
MH: D 0064MH: D 0066upstream0 ft. AMH - Upstream Manhole, Survey Ends - 9:17 AM0.2 ft. MGO - General Observation - Peeling & Flaking Throughout The Reach0.3 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.3 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - 65% MAG0.3 ft. MGP - General Photograph0.3 ft. MGP - General Photograph0.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.3 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish9.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9.2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start9.2 ft. SZ - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 65% MAG9.2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start11.2 ft. MGO - General Observation - Conn. @ Mh,12 O' Clock. Active11.2 ft. MWL - Water Level, 30 %of cross sectional area11.2 ft. MWM - Water Mark, 35 %of cross sectional area11.2 ft. AMH - Downstream Manhole, Survey Begins - 8:35 AM

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

    2 ft. - Surface Aggregate Visible, 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 - 65% MAG

    2 ft. - Surface Other, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - 65% MAG

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

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

  • General Photograph

    10.9 ft. - General Photograph

  • General Photograph

    10.9 ft. - General Photograph

All inspections of P09966Work order 0726352

Observations (18)

DistanceCodeObservation
0MGOConn. @ Mh,12 O' Clock. Active
10.9SAV—
11MGOPeeling & Flaking Throughout The Reach
2SAP—
0MWL—
10.9SZ65% MAG
10.9MGP—
2SSS—
2SAV—
10.9MGP—
11.2AMH9:17 AM
10.9SAP—
2SZ65% MAG
2SRV—
0MWM—
10.9SSS—
10.9SRV—
0AMH8:35 AM

Properties (3)

custom_field_two
5
customer
LACSD
datetime
2018-09-17T08:34:11-07:00