Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 20, 2020, 05:46 PM

  • 1_1_1_20022020_102106.mp4

Date
02/20/2020
W/O
0808168
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00334
PipeID
P08416
Time
9:46 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0315
Sewer Name
A JOINT OUTFALL A - UNIT 3C
City
LONG BEACH
Loc. details
Parking Lot
Location Code
G
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
09
Purpose
Capital Improvement Program Assesment
Project
20200220SHO_JOINT_OUTFALL_A_UNIT_3C
Material
RCP-CTL
Shape
Square
Height
78 in.
Width
78 in.
Upstream MH
A 0041
Downstream MH
A 0040
Dir. of Survey
Downstream
Length Surveyed
1094.3 ft.
Total Length
1094.3 ft.
Structural Index
3
Structural Quick
573j
Structural Rating
1120
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
1120
Pipe schematic from manhole A 0041 to A 0040
MH: A 0041MH: A 0040downstream0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - MH A 00410 ft. MWM - Water Mark, 40 %of cross sectional area9 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start35 ft. MGO - General Observation - 100% MISSING TILES39.3 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - HANGING REBAR47.6 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES73.5 ft. MGO - General Observation - 50% TILES INTACT89 ft. MGO - General Observation - 100% TILES MISSING127.8 ft. MGO - General Observation - 50% MISSING TILES152.9 ft. MGO - General Observation - 100% MISSING TILES173 ft. MGO - General Observation - 25% MISSING TILES249.9 ft. MGO - General Observation - 30% TILES INTACT311.8 ft. MGO - General Observation - 30% TILES INTACT337.3 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES386.3 ft. MGO - General Observation - 50% TILES INTACT403.9 ft. MGO - General Observation - 100% TILES MISSING429.8 ft. MGO - General Observation - 50% MISSING TILES468.5 ft. MGO - General Observation - ALL TILES INTACT535.3 ft. MGO - General Observation - 50% TILES INTACT594.9 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start600.3 ft. MGP - General Photograph - POSSIBLE BROKEN REBAR613.4 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Finish1094.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish1094.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish1094.3 ft. AMH - Downstream Manhole, Survey Ends - MH A 0040

Observation photos (16)

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

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

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - HANGING REBAR

    39.3 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - HANGING REBAR

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES

    47.6 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES

  • General Observation - 50% TILES INTACT

    73.5 ft. - General Observation - 50% TILES INTACT

  • General Observation - 50% MISSING TILES

    127.8 ft. - General Observation - 50% MISSING TILES

  • General Observation - 25% MISSING TILES

    173 ft. - General Observation - 25% MISSING TILES

  • General Observation - 30% TILES INTACT

    249.9 ft. - General Observation - 30% TILES INTACT

  • General Observation - 30% TILES INTACT

    311.8 ft. - General Observation - 30% TILES INTACT

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

    337.3 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES

  • General Observation - 50% TILES INTACT

    386.3 ft. - General Observation - 50% TILES INTACT

  • General Observation - 100% TILES MISSING

    403.9 ft. - General Observation - 100% TILES MISSING

  • General Observation - 50% MISSING TILES

    429.8 ft. - General Observation - 50% MISSING TILES

  • General Observation - ALL TILES INTACT

    468.5 ft. - General Observation - ALL TILES INTACT

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start

    594.9 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: YES, Start

  • General Photograph - POSSIBLE BROKEN REBAR

    600.3 ft. - General Photograph - POSSIBLE BROKEN REBAR

All inspections of P08416Work order 0808168

Observations (27)

DistanceCodeObservation
89MGO100% TILES MISSING
127.8MGO50% MISSING TILES
39.3SRCHANGING REBAR
429.8MGO50% MISSING TILES
535.3MGO50% TILES INTACT
403.9MGO100% TILES MISSING
337.3SRV—
152.9MGO100% MISSING TILES
613.4SRV—
0MWL—
9SAP—
594.9SRV—
35MGO100% MISSING TILES
47.6SRC—
0AMHMH A 0041
386.3MGO50% TILES INTACT
173MGO25% MISSING TILES
468.5MGOALL TILES INTACT
1094.3SSS—
1094.3SAP—
311.8MGO30% TILES INTACT
0MWM—
249.9MGO30% TILES INTACT
9SSS—
1094.3AMHMH A 0040
73.5MGO50% TILES INTACT
600.3MGPPOSSIBLE BROKEN REBAR

Properties (6)

custom_field_three
VISIBLE/CORRODED REBAR
custom_field_two
2
customer
LACSD
datetime
2020-02-20T09:46:01-08:00
documentation
OBREGON, FRANKLIN, BRAR, IGNACIO
is_lateral_inspection
false