Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 2, 2019, 10:34 AM

  • D 0107_D 0106 _01022019_025321.mp4

Date
01/02/2019
W/O
740289
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00156
PipeID
P10013
Time
2:34 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6308
Sewer Name
D JOINT OUTFALL D - UNIT 6
City
LAWNDALE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
16
Purpose
Routine Assessment
Project
RFIR_WO_740259_TV05172_DEC2018
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
33 in.
Width
33 in.
Upstream MH
D 0107
Downstream MH
D 0106
Dir. of Survey
Downstream
Length Surveyed
555.1 ft.
Total Length
555.1 ft.
Structural Index
3
Structural Quick
5L3U
Structural Rating
880
O&M Index
2
O&M Quick
2O00
O&M Rating
160
Overall Index
3
Overall Quick
—
Overall Rating
1040
Pipe schematic from manhole D 0107 to D 0106
MH: D 0107MH: D 0106downstream0 ft. AMH - Upstream Manhole, Survey Begins - D 01070 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK2.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start157 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Start222.8 ft. SRV - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES230.9 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start552.6 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish555.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish555.1 ft. AMH - Downstream Manhole, Survey Ends - D 0106555.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish555.1 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: YES, Finish555.1 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK

Observation photos (4)

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

    2.1 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

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

  • Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES

    222.8 ft. - Surface Reinforcement Visible, from 09 to 01 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    230.9 ft. - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

All inspections of P10013Work order 740289

Observations (16)

DistanceCodeObservation
0AMHD 0107
555.1SAP—
555.1AMHD 0106
555.1SSS—
552.6SRV—
555.1DSZ—
0MWM—
2.1SAP—
0MGOCONNECTION AT MH 9 O'CLOCK
2.1SSS—
555.1MGOCONNECTION AT MH 3 O'CLOCK
222.8SRV—
230.9SRV—
0MWL—
157DSZ—
0MGOCONNECTION AT MH 3 O'CLOCK

Properties (6)

additional_info
SC365492
custom_field_two
2
customer
LACSD
datetime
2019-01-02T02:34:43-08:00
documentation
PROPIPE
is_lateral_inspection
false