Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 8, 2017, 04:24 PM
  • Section#1_B 0035_B 0034__982017__G6820.mp4

Date
09/08/2017
W/O
0658570
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00113
PipeID
P09415
Time
9:24 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G6820
Sewer Name
B JOINT OUTFALL B - UNIT 9A
City
COMPTON
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
12
Purpose
Routine Assessment
Project
20170908MDM_JOINT_OUTFALL_B_UNIT_9A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
78 in.
Upstream MH
B 0034
Downstream MH
B 0035
Dir. of Survey
Upstream
Length Surveyed
1056.1 ft.
Total Length
1056.1 ft.
Structural Index
1
Structural Quick
1i00
Structural Rating
211
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
1
Overall Quick
Overall Rating
216
Pipe schematic from manhole B 0034 to B 0035
MH: B 0034MH: B 0035upstream0 ft. AMH - Upstream Manhole, Survey Ends - 09570 ft. SRI - Surface Roughness Increased, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish1056.1 ft. SRI - Surface Roughness Increased, from 09 to 03 o'clock, within 8 inches of joint: YES, Start1056.1 ft. MWL - Water Level, 65 %of cross sectional area1056.1 ft. AMH - Downstream Manhole, Survey Begins - 09251056.1 ft. MWM - Water Mark, 80 %of cross sectional area

Observation photos (1)

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

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

Observations (6)

DistanceCodeObservation
0SRI
0MWL
1056.1AMH0957
1056.1SRI
0AMH0925
0MWM

Properties (4)

custom_field_three
SURFACE ROUGHNESS INCREASED
custom_field_two
4
customer
LACSD
datetime
2017-09-08T09:24:48-07:00