Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 6, 2020, 08:38 AM

  • H 0887_H 0616_03062020_022720.mp4

Date
03/06/2020
W/O
813492
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00191
PipeID
P11035
Time
12:38 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7481
Sewer Name
H JOINT OUTFALL H - UNIT 8H
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_813492_TV15237_FEB2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Width
39 in.
Upstream MH
H 0887
Downstream MH
H 0616
Dir. of Survey
Downstream
Length Surveyed
391.5 ft.
Total Length
391.5 ft.
Structural Index
4
Structural Quick
5N3N
Structural Rating
611
O&M Index
3
O&M Quick
3N00
O&M Rating
231
Overall Index
4
Overall Quick
—
Overall Rating
842
Pipe schematic from manhole H 0887 to H 0616
MH: H 0887MH: H 0616downstream0 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK - FLOW STATUS UNKNOWN0 ft. AMH - Upstream Manhole, Survey Begins - H 08870 ft. MGO - General Observation - STOP LOG @ 3 O'CLOCK0 ft. MWL - Water Level, 5 %of cross sectional area0.1 ft. MWM - Water Mark, 30 %of cross sectional area2.1 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.1 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start2.2 ft. DSC - Deposits Settled Compacted, 15 %of cross sectional area, from 04 to 07 o'clock, , within 8 inches of joint: YES, Start8 ft. MGO - General Observation - REBAR BROKEN, BENT DOWNWARD 11 TO 2 O'CLOCK55.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"156.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"177.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"205 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"223.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"250.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"273.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"300.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"322.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"350.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"380.6 ft. SRC - Surface Reinforcement Corroded, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish380.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"385.5 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish385.9 ft. DSC - Deposits Settled Compacted, 15 %of cross sectional area, from 04 to 07 o'clock, , within 8 inches of joint: YES, Finish390.7 ft. MGO - General Observation - ACTIVE CONNECTION AT MH 3 O'CLOCK391.5 ft. AMH - Downstream Manhole, Survey Ends - H 0616

Observation photos (3)

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

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

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    2.1 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Deposits Settled Compacted, 15 %of cross sectional area, from 04 to 07 o'clock, , within 8 inches of joint: YES, Start

    2.2 ft. - Deposits Settled Compacted, 15 %of cross sectional area, from 04 to 07 o'clock, , within 8 inches of joint: YES, Start

All inspections of P11035Work order 813492

Observations (25)

DistanceCodeObservation
0MGOCONNECTION AT MH 9 O'CLOCK - FLOW STATUS UNKNOWN
390.7MGOACTIVE CONNECTION AT MH 3 O'CLOCK
391.5AMHH 0616
250.4TFC—
205TFC—
177.8TFC—
273.1TFC—
0AMHH 0887
385.5SAP—
0MGOSTOP LOG @ 3 O'CLOCK
2.1SRC—
55.4TF—
350.7TFC—
0.1MWM—
156.6TFC—
2.1SAP—
380.7TFC—
2.2DSC—
8MGOREBAR BROKEN, BENT DOWNWARD 11 TO 2 O'CLOCK
223.9TFC—
322.3TFC—
385.9DSC—
300.9TFC—
0MWL—
380.6SRC—

Properties (7)

additional_info
SC398887
custom_field_three
REBAR DAMAGE - REINFORCEMENT VISIBLE/AGG. PROJCT.
custom_field_two
1
customer
LACSD
datetime
2020-03-06T00:38:55-08:00
documentation
PROPIPE
is_lateral_inspection
false