Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 14, 2014, 08:41 AM

  • 15 0025A_15 0025_20141114_005723.mp4

Date
11/14/2014
W/O
470269
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00622
PipeID
P11915
Time
12:41 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 0025A
Downstream MH
15 0025
Dir. of Survey
Downstream
Length Surveyed
231.7 ft.
Total Length
231.7 ft.
Structural Index
3
Structural Quick
3200
Structural Rating
6
O&M Index
2
O&M Quick
2L00
O&M Rating
126
Overall Index
2
Overall Quick
—
Overall Rating
132
Pipe schematic from manhole 15 0025A to 15 0025
MH: 15 0025AMH: 15 0025downstream0 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Start0 ft. AMH - Upstream Manhole, Survey Begins - 15 0025A0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE0 ft. MWL - Water Level, 10 %of cross sectional area7.9 ft. CM - Crack Multiple, from 08 to 02 o'clock, within 8 inches of joint: YES20.4 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: NO, 6"45.5 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"70.8 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"96.2 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"121.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"124.4 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES128.4 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES146.6 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"171.9 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN184.4 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start196.9 ft. TBC - Tap Break-In Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"222.4 ft. TBC - Tap Break-In Capped, at 02 o'clock, -, within 8 inches of joint: NO, 6"231.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 08 to 04 o'clock, , within 8 inches of joint: YES, Finish231.7 ft. DSGV - Deposits Settled Gravel, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish231.7 ft. AMH - Downstream Manhole, Survey Ends - 15 0025

Observation photos (21)

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

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

  • Upstream Manhole, Survey Begins - 15 0025A

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

  • Water Mark, 20 %of cross sectional area

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

  • General Observation - CONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE

    0 ft. - General Observation - CONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE

  • Water Level, 10 %of cross sectional area

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

  • Crack Multiple, from 08 to 02 o'clock, within 8 inches of joint: YES

    7.9 ft. - Crack Multiple, from 08 to 02 o'clock, within 8 inches of joint: YES

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

    20.4 ft. - Tap Break-In Active, 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"

    45.5 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"

    70.8 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"

    96.2 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"

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

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

    124.4 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES

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

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

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

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

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

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

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

    184.4 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 Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"

    196.9 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"

    222.4 ft. - Tap Break-In Capped, at 02 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, Finish

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

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

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

  • Downstream Manhole, Survey Ends - 15 0025

    231.7 ft. - Downstream Manhole, Survey Ends - 15 0025

All inspections of P11915Work order 470269

Observations (21)

DistanceCodeObservation
196.9TBC—
231.7DAGS—
146.6TBC—
184.4DSGV—
231.7DSGV—
0DAGS—
20.4TBA—
231.7AMH15 0025
0AMH15 0025A
171.9TBOPEN
70.8TBC—
0MWM—
121.4TBC—
222.4TBC—
0MGOCONNECTION AT MANHOLE 3 O'CLOCK, ACTIVE
7.9CM—
124.4CM—
0MWL—
128.4DSGV—
96.2TBC—
45.5TBC—

Properties (5)

custom_field_two
4
customer
LACSD
datetime
2014-11-14T00:41:34-08:00
documentation
PROPIPE
is_lateral_inspection
false