Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 2, 2021, 07:40 AM

  • H 0616_H 0615_03012021_235314.mp4

Date
03/01/2021
W/O
875032
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00191
PipeID
P11034
Time
11:40 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8625
Sewer Name
H JOINT OUTFALL H - UNIT 8H
City
BALDWIN PARK
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
24
Purpose
Routine Assessment
Project
WO_875032_TV15175_FEB2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Width
39 in.
Upstream MH
H 0616
Downstream MH
H 0615
Dir. of Survey
Downstream
Length Surveyed
296.9 ft.
Total Length
296.9 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 H 0616 to H 0615
MH: H 0616MH: H 0615downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 06160 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start52.5 ft. TBI - Tap Break-In Intruding, at 11 o'clock, -, -, within 8 inches of joint: YES, 10", 4"71.5 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish71.5 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"94.8 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"275.2 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 8"275.9 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 15"295.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish295.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish296.9 ft. AMH - Downstream Manhole, Survey Ends - H 0615

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

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

  • Tap Break-In Intruding, at 11 o'clock, -, -, within 8 inches of joint: YES, 10", 4"

    52.5 ft. - Tap Break-In Intruding, at 11 o'clock, -, -, within 8 inches of joint: YES, 10", 4"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    71.5 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 8"

    275.2 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 15"

    275.9 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: NO, 15"

All inspections of P11034Work order 875032

Observations (16)

DistanceCodeObservation
0AMHH 0616
275.9TBA—
0MGOCONNECTION AT MH 3 O'CLOCK
295.5SSS—
71.5SRV—
52.5TBI—
2SAP—
0MWM—
296.9AMHH 0615
275.2TB—
2SSS—
94.8TFC—
2SRV—
295.5SAP—
71.5TB—
0MWL—

Properties (6)

custom_field_three
REINFORCEMENT VISIBLE, SPALLING, AGGREGATE PROJECT
custom_field_two
2
customer
1
datetime
2021-03-01T23:40:46-08:00
documentation
PRO PIPE
is_lateral_inspection
false