Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 12, 2022, 09:37 AM

  • H 0604_H 0603_09122022_034139.mp4

Date
09/12/2022
W/O
967382
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00190
PipeID
P11025
Time
2:37 AM
Certificate
U-0720-70309212
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K10451
Sewer Name
H JOINT OUTFALL H - UNIT 8G
City
BALDWIN PARK
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
24
Purpose
Routine Assessment
Project
RFIR_WO_967382_TV15150_AUG2022
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Width
42 in.
Upstream MH
H 0604
Downstream MH
H 0603
Dir. of Survey
Downstream
Length Surveyed
619.1 ft.
Total Length
619.1 ft.
Structural Index
3
Structural Quick
5V3X
Structural Rating
1200
O&M Index
2
O&M Quick
2X00
O&M Rating
246
Overall Index
3
Overall Quick
—
Overall Rating
1446
Pipe schematic from manhole H 0604 to H 0603
MH: H 0604MH: H 0603downstream0 ft. AMH - Upstream Manhole, Survey Begins - H 06040 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK0 ft. MWM - Water Mark, 45 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 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. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start2 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start588.3 ft. SRV - Surface Reinforcement Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish615.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish616.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish616.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish619.1 ft. AMH - Downstream Manhole, Survey Ends - H 0603

Observation photos (4)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 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 Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

  • 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

All inspections of P11025Work order 967382

Observations (13)

DistanceCodeObservation
2DAGS—
2SSS—
0AMHH 0604
0MGOCONNECTION AT MH 3 O'CLOCK
2SAP—
616.5DAGS—
615.5SAP—
2SRV—
0MWM—
616.3SSS—
619.1AMHH 0603
588.3SRV—
0MWL—

Properties (8)

additional_info
63
custom_field_three
VISIBLE AGGREGATE/PROJECTING AGGREGATE
custom_field_two
2
customer
1
datetime
2022-09-12T02:37:22-07:00
documentation
PRO PIPE
is_lateral_inspection
false
year_laid
27198