Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 22, 2017, 04:05 PM

  • H 0183_H 0062_8222017_105741.mp4

Date
08/22/2017
W/O
0635578
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00168
PipeID
P10632
Time
9:05 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7499
Sewer Name
H JOINT OUTFALL H - UNIT 2B
City
BELL GARDENS
Loc. details
Main Highway - Suburban/Rural
Location Code
B
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
23
Purpose
Routine Assessment
Project
20170821SHO_JOINT_OUTFALL_H_UNIT_2B
Material
Reinforced Concrete Pipe
Shape
Circular
Height
39 in.
Upstream MH
H 0183
Downstream MH
H 0062
Dir. of Survey
Downstream
Length Surveyed
635.4 ft.
Total Length
635.4 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
3
O&M Quick
4122
O&M Rating
8
Overall Index
3
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole H 0183 to H 0062
MH: H 0183MH: H 0062downstream0 ft. MWL - Water Level, 40 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 11008 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start8.1 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start8.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start494.7 ft. SSS - Surface Spalling, from 10 to 11 o'clock, within 8 inches of joint: NO596.8 ft. TFI - Tap Factory Made Intruding, at 01 o'clock, -, -, within 8 inches of joint: NO, 12", 3" - ACTIVE, ABOUT 3" INTRUDING635.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish635.4 ft. AMH - Downstream Manhole, Survey Ends - 1130635.4 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish635.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (4)

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

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

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    8.1 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

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

    8.1 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 10 to 11 o'clock, within 8 inches of joint: NO

    494.7 ft. - Surface Spalling, from 10 to 11 o'clock, within 8 inches of joint: NO

All inspections of P10632Work order 0635578

Observations (12)

DistanceCodeObservation
0MWL—
635.4DAGS—
0MWM—
635.4AMH1130
494.7SSS—
596.8TFIACTIVE, ABOUT 3" INTRUDING
0AMH1100
8.1SRV—
635.4SRV—
8.1DAGS—
8SAP—
635.4SAP—

Properties (7)

additional_info
FINISHED A FEW FEET SHY OF MH 62 DUE TO TURBULENCE
custom_field_three
VISIBILE REBAR AND PROJECTING AGG.
custom_field_two
2
customer
LACSD
datetime
2017-08-22T09:05:53-07:00
documentation
OBREGON, IGNACIO, FRANKLIN, BRAR
is_lateral_inspection
false