Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Apr 5, 2018, 12:00 PM

  • 08 0521_08 0520A_452018_053451.mp4

Date
04/05/2018
W/O
0699099
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00021
PipeID
P00597
Time
5:00 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0802
Sewer Name
08 VICTORIA STREET TRUNK
City
COMPTON
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 08
Page No.
02
Purpose
Capital Improvement Program Assesment
Project
20180403MDM_VICTORIA_STREET_TRUNK
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
08 0520A
Downstream MH
08 0521
Dir. of Survey
Upstream
Length Surveyed
264.8 ft.
Total Length
264.8 ft.
Structural Index
2
Structural Quick
312C
Structural Rating
41
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
46
Pipe schematic from manhole 08 0520A to 08 0521
MH: 08 0520AMH: 08 0521upstream0 ft. AMH - Upstream Manhole, Survey Ends - 6:20AM0.7 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN0.7 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Capped5.6 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - H18.6 ft. FC - Fracture Circumferential, from 09 to 02 o'clock, within 8 inches of joint: YES - SL38.8 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - H50.9 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H58.7 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - H78.8 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H91 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SL99.1 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - SL115.4 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - H123.8 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SL131.7 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - SL152.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - H160.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL176.3 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H180.3 ft. MWL - Water Level, 50 %of cross sectional area192.4 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H200.4 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SL225.3 ft. MWM - Water Mark, 30 %of cross sectional area225.3 ft. MWL - Water Level, 30 %of cross sectional area237 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL240.3 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Finish - SLIGHT242 ft. RPP - Repair Patch, from 01 to 03 o'clock, within 8 inches of joint: YES - CONCRETE PATCH242.2 ft. RPP - Repair Patch, from 01 to 03 o'clock, within 8 inches of joint: YES - CONCRETE PATCH243 ft. FC - Fracture Circumferential, from 11 to 02 o'clock, within 8 inches of joint: YES - SLIGHT243.4 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start - SLIGHT244.8 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - SLIGHT252 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open264.8 ft. MWL - Water Level, 40 %of cross sectional area264.8 ft. AMH - Downstream Manhole, Survey Begins - 5:30AM264.8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active264.8 ft. MWM - Water Mark, 80 %of cross sectional area

Observation photos (5)

  • Water Mark, 80 %of cross sectional area

    0 ft. - Water Mark, 80 %of cross sectional area

  • Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start - SLIGHT

    21.4 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start - SLIGHT

  • Fracture Circumferential, from 11 to 02 o'clock, within 8 inches of joint: YES - SLIGHT

    21.8 ft. - Fracture Circumferential, from 11 to 02 o'clock, within 8 inches of joint: YES - SLIGHT

  • Repair Patch, from 01 to 03 o'clock, within 8 inches of joint: YES - CONCRETE PATCH

    22.6 ft. - Repair Patch, from 01 to 03 o'clock, within 8 inches of joint: YES - CONCRETE PATCH

  • Repair Patch, from 01 to 03 o'clock, within 8 inches of joint: YES - CONCRETE PATCH

    22.8 ft. - Repair Patch, from 01 to 03 o'clock, within 8 inches of joint: YES - CONCRETE PATCH

All inspections of P00597Work order 0699099

Observations (34)

DistanceCodeObservation
165.7FCSL
173.8FCSL
226FCH
24.5FLSLIGHT
186FCH
264.1MGOConn. @ Mh, 9 O' Clock. OPEN
22.8RPPCONCRETE PATCH
0MWL—
149.4FCH
21.8FCSLIGHT
104.7FCSL
84.5MWL—
133.1FCSL
0AMH5:30AM
246.2FCSL
264.1MGOConn. @ Mh, 3 O' Clock. Capped
39.5MWM—
112.7FCH
72.4FCH
22.6RPPCONCRETE PATCH
12.8TFOpen
27.8FCSL
0MGOConn. @ Mh, 9 O' Clock. Active
39.5MWL—
213.9FCH
206.1FCH
64.4FCSL
259.2FCH
141FCSL
21.4FLSLIGHT
20FCSLIGHT
88.5FCH
0MWM—
264.8AMH6:20AM

Properties (5)

additional_info
REVERSE INSPECTION
custom_field_three
LONG SLIGHT FRACTURE JOINT TO JOINT-REPAIR AREA
custom_field_two
2
customer
LACSD
datetime
2018-04-05T05:00:20-07:00