Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jun 23, 2020, 05:58 AM

  • 15 0722_B 1013_06222020_231211.mp4

Date
06/22/2020
W/O
833482
Weather
Dry
Operator/Surveyor
J. BUENROSTRO
Sewer ID
Z00616
PipeID
P21754
Time
10:58 PM
Certificate
U-715-07000770
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K7805
Sewer Name
15 MONROVIA OUTFALL TRUNK
City
MONROVIA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
09
Purpose
Routine Assessment
Project
WO_833482_TV15132_JUN2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
15 0722
Downstream MH
B 1013
Dir. of Survey
Downstream
Length Surveyed
217.6 ft.
Total Length
217.6 ft.
Structural Index
4
Structural Quick
5D3H
Structural Rating
244
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
244
Pipe schematic from manhole 15 0722 to B 1013
MH: 15 0722MH: B 1013downstream0 ft. AMH - Upstream Manhole, Survey Begins - 15 07220 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MGO - General Observation - CONNECTIONS IN MH, AT 3 AND 9 O' CLOCK0.3 ft. SRV - Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: NO1.7 ft. MGO - General Observation - MAG COATING ATTATCHED1.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start86 ft. SRV - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES111.2 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start128.4 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 4"135.8 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 4"217 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish217 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish217.6 ft. AMH - Downstream Manhole, Survey Ends - B 1013

Observation photos (4)

  • Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: NO

    0.3 ft. - Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: NO

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

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

  • Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES

    86 ft. - Surface Reinforcement Visible, from 09 to 11 o'clock, within 8 inches of joint: YES

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

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

All inspections of P21754Work order 833482

Observations (14)

DistanceCodeObservation
217SRV—
1.7MGOMAG COATING ATTATCHED
0AMH15 0722
86SRV—
217.6AMHB 1013
0MWL—
217SAP—
111.2SRV—
0.3SRV—
135.8TB—
1.7SAP—
0MWM—
0MGOCONNECTIONS IN MH, AT 3 AND 9 O' CLOCK
128.4TB—

Properties (7)

additional_info
SC411605
custom_field_three
AGGREGATE PROJECTING, REINFORCEMENT VISIBLE
custom_field_two
2
customer
1
datetime
2020-06-22T22:58:55-07:00
documentation
PROPIPE
is_lateral_inspection
false