Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 24, 2021, 08:08 AM

  • B 0204_B 0203_03242021_013334.mp4

Date
03/24/2021
W/O
880304
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00076
PipeID
P08701
Time
1:08 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8803
Sewer Name
B JOINT OUTFALL B - UNIT 1D RELIEF
City
EL RANCHO
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
15
Purpose
Routine Assessment
Project
RFIR_WO_880304_TV02357_MAR2021
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
45 in.
Width
126 in.
Upstream MH
B 0204
Downstream MH
B 0203
Dir. of Survey
Downstream
Length Surveyed
723.7 ft.
Total Length
723.7 ft.
Structural Index
3
Structural Quick
3\2\
Structural Rating
720
O&M Index
2
O&M Quick
2300
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
726
Pipe schematic from manhole B 0204 to B 0203
MH: B 0204MH: B 0203downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - B 02040 ft. MWL - Water Level, 15 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COAT223.9 ft. TBC - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 8"320.8 ft. TBC - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"328 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 12"420.6 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"458.4 ft. TBC - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 8"723.7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish723.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish723.7 ft. AMH - Downstream Manhole, Survey Ends - B 0203

Observation photos (8)

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

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

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

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

  • General Observation - MAG COAT

    2 ft. - General Observation - MAG COAT

  • Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 8"

    223.9 ft. - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"

    320.8 ft. - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 12"

    328 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 12"

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"

    420.6 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: NO, 8"

  • Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 8"

    458.4 ft. - Tap Break-In Capped, at 01 o'clock, -, within 8 inches of joint: NO, 8"

All inspections of P08701Work order 880304

Observations (14)

DistanceCodeObservation
723.7SSS—
223.9TBC—
458.4TBC—
0MWM—
2SSS—
2SAP—
0AMHB 0204
723.7SAP—
2MGOMAG COAT
320.8TBC—
420.6TB—
0MWL—
328TBA—
723.7AMHB 0203

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2021-03-24T01:08:16-07:00
documentation
PRO PIPE
is_lateral_inspection
false