Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 14, 2014, 09:17 AM

  • 15 0025_15 0024_20141114_014127.mp4

Date
11/14/2014
W/O
470269
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00622
PipeID
P11914
Time
1:17 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K1855
Sewer Name
15 PUENTE TRUNK
City
CITY OF INDUSTRY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
34
Purpose
Routine Assessment
Project
WO_0470269_TV15026_2014OCTOBER_1
Sewer Type
GRAVITY
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
15 0025
Downstream MH
15 0024
Dir. of Survey
Downstream
Length Surveyed
460.3 ft.
Total Length
460.3 ft.
Structural Index
2
Structural Quick
2100
Structural Rating
2
O&M Index
2
O&M Quick
322X
O&M Rating
252
Overall Index
2
Overall Quick
—
Overall Rating
254
Pipe schematic from manhole 15 0025 to 15 0024
MH: 15 0025MH: 15 0024downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 15 002511 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"13.1 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"37.2 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"62.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"87.5 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"112.6 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"118.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start137.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"158.1 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"182.8 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"199.1 ft. OBN - Obstacles Construction Debris, 20 %of cross sectional area, from 06 to 09 o'clock207.8 ft. DSGV - Deposits Settled Gravel, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES208.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"233.1 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"235.4 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start258.4 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"283.9 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"309 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"325.9 ft. SSS - Surface Spalling, at 12 o'clock, within 8 inches of joint: NO334.1 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"359.3 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"379.5 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"404.7 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"419.9 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"425.1 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"458.5 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish458.5 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish460.3 ft. AMH - Downstream Manhole, Survey Ends - 15 0024460.3 ft. MGO - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK460.3 ft. MGO - General Observation - CAPPED CONNECTION AT MANHOLE 9 O'CLOCK,A CTIVE

Observation photos (33)

  • Water Mark, 20 %of cross sectional area

    0 ft. - Water Mark, 20 %of cross sectional area

  • Water Level, 10 %of cross sectional area

    0 ft. - Water Level, 10 %of cross sectional area

  • Upstream Manhole, Survey Begins - 15 0025

    0 ft. - Upstream Manhole, Survey Begins - 15 0025

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    11 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    13.1 ft. - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

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

  • Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    62.4 ft. - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

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

  • Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    112.6 ft. - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

  • Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

    118.1 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start

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

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

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    158.1 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

    182.8 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

  • Obstacles Construction Debris, 20 %of cross sectional area, from 06 to 09 o'clock

    199.1 ft. - Obstacles Construction Debris, 20 %of cross sectional area, from 06 to 09 o'clock

  • Deposits Settled Gravel, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES

    207.8 ft. - Deposits Settled Gravel, 15 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    208.4 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

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

  • Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

    235.4 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    258.4 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

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

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    309 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

  • Surface Spalling, at 12 o'clock, within 8 inches of joint: NO

    325.9 ft. - Surface Spalling, at 12 o'clock, within 8 inches of joint: NO

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

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

  • Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    359.3 ft. - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

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

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    404.7 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"

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

    419.9 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"

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

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

  • Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

    458.5 ft. - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish

  • Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish

    458.5 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish

  • Downstream Manhole, Survey Ends - 15 0024

    460.3 ft. - Downstream Manhole, Survey Ends - 15 0024

  • General Observation - CONNECTION AT MANHOLE 3 O'CLOCK

    460.3 ft. - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK

  • General Observation - CAPPED CONNECTION AT MANHOLE 9 O'CLOCK,A CTIVE

    460.3 ft. - General Observation - CAPPED CONNECTION AT MANHOLE 9 O'CLOCK,A CTIVE

All inspections of P11914Work order 470269

Observations (33)

DistanceCodeObservation
404.7TBA—
235.4DSGV—
258.4TBA—
199.1OBN—
208.4TBA—
283.9TBC—
182.8TBA—
118.1DAGS—
334.1TBC—
233.1TBC—
458.5DSGV—
458.5DAGS—
62.4TFC—
460.3AMH15 0024
87.5TBC—
0MWM—
13.1TBC—
112.6TBC—
359.3TBC—
158.1TBA—
309TBA—
37.2TBC—
325.9SSS—
0MWL—
425.1TBC—
460.3MGOCONNECTION AT MANHOLE 3 O'CLOCK
0AMH15 0025
137.9TFC—
11TBA—
379.5TBC—
419.9TBA—
460.3MGOCAPPED CONNECTION AT MANHOLE 9 O'CLOCK,A CTIVE
207.8DSGV—

Properties (5)

custom_field_two
4
customer
LACSD
datetime
2014-11-14T01:17:53-08:00
documentation
PROPIPE
is_lateral_inspection
false