Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 8, 2022, 09:09 AM

  • B 0195_B 0194_982022_034826.mp4

Date
09/08/2022
W/O
0952131
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00075
PipeID
P08682
Time
2:09 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H3194
Sewer Name
B JOINT OUTFALL B - UNIT 1D
City
PICO RIVERA
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
19
Purpose
Capital Improvement Program Assesment
Project
20220908_SHO_JOB_1D
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Upstream MH
B 0195
Downstream MH
B 0194
Dir. of Survey
Downstream
Length Surveyed
569 ft.
Total Length
569 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
14
Pipe schematic from manhole B 0195 to B 0194
MH: B 0195MH: B 0194downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - MH B 1958 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start8 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start48.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES, Start48.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 09 o'clock, , within 8 inches of joint: YES, Start90.6 ft. MGO - General Observation - 25% MAG COAT INTACT122.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish568.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 09 o'clock, , within 8 inches of joint: YES, Finish568.4 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: YES, Finish568.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish568.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish569 ft. AMH - Downstream Manhole, Survey Ends - MH B 194
All inspections of P08682Work order 0952131

Observations (15)

DistanceCodeObservation
90.6MGO25% MAG COAT INTACT
0MWM—
568.4DAGS—
568.4DAGS—
568.4SAP—
8SRV—
0MWL—
8SAP—
122.9SRV—
48.8DAGS—
568.4SSS—
569AMHMH B 194
8SSS—
48.8DAGS—
0AMHMH B 195

Properties (7)

additional_info
RFIR
custom_field_three
REBAR
custom_field_two
2
customer
LACSD
datetime
2022-09-08T02:09:46-07:00
documentation
OBREGON, CASTILLO, BRAR, OLIVER
is_lateral_inspection
false