Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jan 28, 2022, 05:34 PM

  • G 0097_A 0041_1282022_101106.mp4

Date
01/28/2022
W/O
0937209
Weather
Dry
Operator/Surveyor
BRAR
Sewer ID
Z00334
PipeID
P08417
Time
9:34 AM
Certificate
SEE REMARKS
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H2095
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
20220128SB_JOINT_OUTFALL_A_UNIT_3C
Material
RCP-CTL
Shape
Square
Height
78 in.
Width
78 in.
Upstream MH
G 0097
Downstream MH
A 0041
Dir. of Survey
Downstream
Length Surveyed
466.8 ft.
Total Length
466.8 ft.
Structural Index
4
Structural Quick
5131
Structural Rating
8
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
8
Pipe schematic from manhole G 0097 to A 0041
MH: G 0097MH: A 0041downstream0 ft. MWL - Water Level, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - G97, 1007 AM0 ft. MWM - Water Mark, 45 %of cross sectional area9 ft. MGP - General Photograph - START OF PIPE9.8 ft. MGO - General Observation - 50% TILE MISSING9.8 ft. MGO - General Observation - EXPOSED REBAR9.8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start25 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start39.4 ft. MGP - General Photograph - 100% tILE MISSING103.6 ft. MGP - General Photograph - POSSIBLE MAG COAT119.1 ft. MWL - Water Level, 50 %of cross sectional area - FLOW HIGH AND SLIGHTLY TURBULENT, POSSIBLE DEBRIS AT BOTTOM OF PIPE145.2 ft. MGP - General Photograph - POSSIBLE BROKEN REBAR145.2 ft. MGP - General Photograph - 100% TILE MISSING188.2 ft. MGP - General Photograph - POSSIBLE BROKEN REBAR198.1 ft. MGP - General Photograph230 ft. MGO - General Observation - POSSIBLE RAGS ON A REBAR311.5 ft. MGP - General Photograph - BROKEN REBAR START348.3 ft. MGP - General Photograph - BROKEN REBAR407 ft. MGP - General Photograph - BROKEN REBAR461.5 ft. MGP - General Photograph - EXPOSED AGGREGATE AND REBAR465.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish465.2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish466.8 ft. AMH - Downstream Manhole, Survey Ends - A.0041

Observation photos (17)

  • General Photograph - START OF PIPE

    9 ft. - General Photograph - START OF PIPE

  • General Observation - 50% TILE MISSING

    9.8 ft. - General Observation - 50% TILE MISSING

  • General Observation - EXPOSED REBAR

    9.8 ft. - General Observation - EXPOSED REBAR

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

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

  • General Photograph - 100% tILE MISSING

    39.4 ft. - General Photograph - 100% tILE MISSING

  • General Photograph - POSSIBLE MAG COAT

    103.6 ft. - General Photograph - POSSIBLE MAG COAT

  • Water Level, 50 %of cross sectional area - FLOW HIGH AND SLIGHTLY TURBULENT, POSSIBLE DEBRIS AT BOTTOM OF PIPE

    119.1 ft. - Water Level, 50 %of cross sectional area - FLOW HIGH AND SLIGHTLY TURBULENT, POSSIBLE DEBRIS AT BOTTOM OF PIPE

  • General Photograph - POSSIBLE BROKEN REBAR

    145.2 ft. - General Photograph - POSSIBLE BROKEN REBAR

  • General Photograph - 100% TILE MISSING

    145.2 ft. - General Photograph - 100% TILE MISSING

  • General Photograph - POSSIBLE BROKEN REBAR

    188.2 ft. - General Photograph - POSSIBLE BROKEN REBAR

  • General Photograph

    198.1 ft. - General Photograph

  • General Observation - POSSIBLE RAGS ON A REBAR

    230 ft. - General Observation - POSSIBLE RAGS ON A REBAR

  • General Photograph - BROKEN REBAR START

    311.5 ft. - General Photograph - BROKEN REBAR START

  • General Photograph - BROKEN REBAR

    348.3 ft. - General Photograph - BROKEN REBAR

  • General Photograph - BROKEN REBAR

    407 ft. - General Photograph - BROKEN REBAR

  • General Photograph - EXPOSED AGGREGATE AND REBAR

    461.5 ft. - General Photograph - EXPOSED AGGREGATE AND REBAR

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

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

All inspections of P08417Work order 0937209

Observations (23)

DistanceCodeObservation
230MGOPOSSIBLE RAGS ON A REBAR
0MWL—
311.5MGPBROKEN REBAR START
0AMHG97, 1007 AM
9.8MGO50% TILE MISSING
25SRV—
103.6MGPPOSSIBLE MAG COAT
9MGPSTART OF PIPE
0MWM—
119.1MWLFLOW HIGH AND SLIGHTLY TURBULENT, POSSIBLE DEBRIS AT BOTTOM OF PIPE
9.8MGOEXPOSED REBAR
188.2MGPPOSSIBLE BROKEN REBAR
461.5MGPEXPOSED AGGREGATE AND REBAR
145.2MGPPOSSIBLE BROKEN REBAR
145.2MGP100% TILE MISSING
39.4MGP100% tILE MISSING
465.2SAP—
407MGPBROKEN REBAR
348.3MGPBROKEN REBAR
198.1MGP—
9.8SAP—
465.2SRV—
466.8AMHA.0041

Properties (7)

additional_info
U-0618-0703002249
custom_field_three
BROKEN REBAR, EXPOSED AGGREGATE
custom_field_two
1
customer
LACSD
datetime
2022-01-28T09:34:14-08:00
documentation
BRAR, IGNACIO, OBREGON, RAMIREZ, RUVALCABA
is_lateral_inspection
false