Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 14, 2021, 11:42 AM

  • 08 0194_08 0193A_12142021_035418.mp4

Date
12/14/2021
W/O
926526
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00010
PipeID
P25819
Time
3:42 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9565
Sewer Name
08 GRACE STREET TRUNK, SECTS 2&3
City
CARSON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
11
Purpose
Routine Assessment
Project
RFIR_WO_926526_TV08022_DEC2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
15 in.
Width
15 in.
Upstream MH
08 0193A
Downstream MH
08 0194
Dir. of Survey
Upstream
Length Surveyed
276.6 ft.
Total Length
276.6 ft.
Structural Index
4
Structural Quick
4J00
Structural Rating
216
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
4
Overall Quick
—
Overall Rating
216
Pipe schematic from manhole 08 0193A to 08 0194
MH: 08 0193AMH: 08 0194upstream0 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. AMH - Upstream Manhole, Survey Ends - 08 01948.1 ft. TS - Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"53.5 ft. TSC - Tap Saddle Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"58.3 ft. TS - Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"99.1 ft. TSC - Tap Saddle Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"113.8 ft. TSC - Tap Saddle Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"163.1 ft. TS - Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"185.5 ft. TS - Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"224.8 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"248.6 ft. TB - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"271.5 ft. FM - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start276.6 ft. MWL - Water Level, 10 %of cross sectional area276.6 ft. AMH - Downstream Manhole, Survey Begins - 08 0193A276.6 ft. MWM - Water Mark, 20 %of cross sectional area

Observation photos (6)

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

    5.1 ft. - Fracture Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"

    28 ft. - Tap Break-In, at 03 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"

    51.8 ft. - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    91.1 ft. - Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    113.5 ft. - Tap Saddle, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Saddle Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

    162.8 ft. - Tap Saddle Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"

All inspections of P25819Work order 926526

Observations (15)

DistanceCodeObservation
0MWL—
223.1TSC—
276.6FM—
91.1TS—
28TB—
162.8TSC—
5.1FM—
218.3TS—
177.5TSC—
0AMH08 0193A
268.5TS—
0MWM—
113.5TS—
51.8TB—
276.6AMH08 0194

Properties (7)

additional_info
630074121321201
custom_field_three
MULTIPLE FRACTURE'S
custom_field_two
2
customer
1
datetime
2021-12-14T03:42:56-08:00
documentation
PROPIPE
is_lateral_inspection
false