Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 1, 2021, 10:52 AM

  • H 0618_H 0617_03012021_044554.mp4

Date
03/01/2021
W/O
875032
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00191
PipeID
P11036
Time
2:52 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8623
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 0618
Downstream MH
H 0617
Dir. of Survey
Downstream
Length Surveyed
475 ft.
Total Length
475 ft.
Structural Index
3
Structural Quick
3R2R
Structural Rating
470
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
470
Pipe schematic from manhole H 0618 to H 0617
MH: H 0618MH: H 0617downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - H 06180 ft. MWL - Water Level, 20 %of cross sectional area2.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.8 ft. MGO - General Observation - MAG COAT79.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6"128.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6"151.6 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"329.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 8"363.7 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"388 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 8"459.9 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"471.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish473.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish475 ft. AMH - Downstream Manhole, Survey Ends - H 0617

Observation photos (5)

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

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

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

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

  • General Observation - MAG COAT

    2.8 ft. - General Observation - MAG COAT

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"

    151.6 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"

    363.7 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 8"

All inspections of P11036Work order 875032

Observations (16)

DistanceCodeObservation
388TFC—
0MWM—
151.6TBA—
329.7TFC—
475AMHH 0617
2.8SSS—
0AMHH 0618
471.1SSS—
0MWL—
363.7TBA—
2.8SAP—
128.5TFC—
79.5TFC—
473.2SAP—
2.8MGOMAG COAT
459.9TFC—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2021-03-01T02:52:28-08:00
documentation
PRO PIPE
is_lateral_inspection
false