Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 27, 2021, 05:08 PM

  • 16 0084_16 0083_09272021_102441.mp4

Date
09/27/2021
W/O
911340
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00639
PipeID
P13098
Time
10:08 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K9139
Sewer Name
16 ALLEN AVENUE TRUNK, SECTS 1,2,&4
City
SAN MARINO
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
14
Purpose
Routine Assessment
Project
RFIR_WO_911340_TV16121_SEP2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
16 0084
Downstream MH
16 0083
Dir. of Survey
Downstream
Length Surveyed
296.1 ft.
Total Length
296.1 ft.
Structural Index
3
Structural Quick
3K2K
Structural Rating
299
O&M Index
1
O&M Quick
2214
O&M Rating
8
Overall Index
2
Overall Quick
—
Overall Rating
307
Pipe schematic from manhole 16 0084 to 16 0083
MH: 16 0084MH: 16 0083downstream0 ft. MWL - Water Level, 25 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 00842 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start11.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start72.9 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES134.6 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES261.9 ft. RPL - Repair Localized Liner, within 8 inches of joint: YES - .290.9 ft. MWLS - Water Level, Sag in pipe, 40 %of cross sectional area, Start294 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish294 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish294 ft. MWLS - Water Level, Sag in pipe, 40 %of cross sectional area, Finish294 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish294 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish296.1 ft. MGO - General Observation - CONN @ MH 3 O'CLOCK/UNKNOWN296.1 ft. MGO - General Observation - CONN @ MH 9 O'CLOCK/ACTIVE296.1 ft. AMH - Downstream Manhole, Survey Ends - 16 0083

Observation photos (6)

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

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

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start

    11.5 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start

  • Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES

    72.9 ft. - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

    134.6 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Repair Localized Liner, within 8 inches of joint: YES - .

    261.9 ft. - Repair Localized Liner, within 8 inches of joint: YES - .

  • Water Level, Sag in pipe, 40 %of cross sectional area, Start

    290.9 ft. - Water Level, Sag in pipe, 40 %of cross sectional area, Start

All inspections of P13098Work order 911340

Observations (19)

DistanceCodeObservation
11.5RFJ—
296.1MGOCONN @ MH 3 O'CLOCK/UNKNOWN
2CM—
0MWL—
294RFJ—
0MWM—
296.1MGOCONN @ MH 9 O'CLOCK/ACTIVE
290.9MWLS—
294DAGS—
294MWLS—
261.9RPL.
2DAGS—
294CM—
72.9RFJ—
0AMH16 0084
296.1AMH16 0083
2SSS—
294SSS—
134.6RFJ—

Properties (7)

additional_info
630138092721062
custom_field_three
MULTIPLE CRACKS, SAG
custom_field_two
3
customer
1
datetime
2021-09-27T10:08:44-07:00
documentation
PROPIPE
is_lateral_inspection
false