Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 7, 2016, 06:52 AM

  • 01 1004_01 1003A_06092016_235335.mp4

Date
09/06/2016
W/O
585982
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00221
PipeID
P01849
Time
11:52 PM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3580
Sewer Name
01 VERNON EXTENSION TRUNK
City
VERNON
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
04
Purpose
Routine Assessment
Project
WO_585982_TV01065_AUG2016
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
01 1004
Downstream MH
01 1003A
Dir. of Survey
Downstream
Length Surveyed
232.9 ft.
Total Length
233 ft.
Structural Index
2
Structural Quick
2E00
Structural Rating
64
O&M Index
2
O&M Quick
2C00
O&M Rating
40
Overall Index
2
Overall Quick
—
Overall Rating
104
Pipe schematic from manhole 01 1004 to 01 1003A
MH: 01 1004MH: 01 1003Adownstream0 ft. MWM - Water Mark, 15 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 01 100432.9 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start50 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"53.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"85.9 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish87.9 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO123.9 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO, Start130.3 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Start150.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"153.1 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"226.4 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO, Finish226.4 ft. CL - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO, Finish233 ft. AMH - Downstream Manhole, Survey Ends - 01 1003A

Observation photos (3)

  • Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start

    32.9 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start

  • Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO

    87.9 ft. - Deposits Settled Other, 5 %of cross sectional area, at 06 o'clock, , within 8 inches of joint: NO

  • Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO, Start

    123.9 ft. - Crack Longitudinal, at 12 o'clock, within 8 inches of joint: NO, Start

All inspections of P01849Work order 585982

Observations (15)

DistanceCodeObservation
123.9CL—
0MWM—
32.9CL—
226.4DSZ—
0MWL—
85.9CL—
87.9DSZ—
150.6TF—
50TFC—
0AMH01 1004
130.3DSZ—
233AMH01 1003A
153.1TFC—
226.4CL—
53.5TFC—

Properties (6)

additional_info
SC306170
custom_field_two
3
customer
LACSD
datetime
2016-09-06T23:52:59-07:00
documentation
PROPIPE
is_lateral_inspection
false