Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 15, 2021, 06:18 AM

  • 16 0082_16 0081_09142021_234035.mp4

Date
09/14/2021
W/O
911340
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00639
PipeID
P13096
Time
11:18 PM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K9407
Sewer Name
16 ALLEN AVENUE TRUNK, SECTS 1,2,&4
City
SAN MARINO
Loc. details
Sidewalk
Location Code
F
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
15 in.
Width
15 in.
Upstream MH
16 0082
Downstream MH
16 0081
Dir. of Survey
Downstream
Length Surveyed
240.7 ft.
Total Length
240.7 ft.
Structural Index
3
Structural Quick
3I2H
Structural Rating
238
O&M Index
2
O&M Quick
2H1C
O&M Rating
115
Overall Index
2
Overall Quick
—
Overall Rating
353
Pipe schematic from manhole 16 0082 to 16 0081
MH: 16 0082MH: 16 0081downstream0 ft. MGO - General Observation - CONN @ MH 6 O'CLOCK/ACTIVE0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 00820 ft. MWL - Water Level, 20 %of cross sectional area2 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, Start2.6 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES16.6 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Start87.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6" - UNKNOWN109.2 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish118.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6" - OPEN178.4 ft. TFA - Tap Factory Made Active, at 02 o'clock, -, within 8 inches of joint: YES, 4", 6"194 ft. RFJ - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES238 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish238 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish240.7 ft. AMH - Downstream Manhole, Survey Ends - 16 0081240.7 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

Observation photos (4)

  • 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: YES

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

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    16.6 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

    194 ft. - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

All inspections of P13096Work order 911340

Observations (18)

DistanceCodeObservation
0MGOCONN @ MH 6 O'CLOCK/ACTIVE
194RFJ—
109.2RFJ—
0MWM—
238SSS—
2CM—
240.7AMH16 0081
238DAGS—
240.7CM—
0AMH16 0082
2DAGS—
118.4TFOPEN
0MWL—
178.4TFA—
87.7TFUNKNOWN
2SSS—
2.6RFJ—
16.6RFJ—

Properties (7)

additional_info
630074091421201
custom_field_three
MULTIPLE CRACKS
custom_field_two
3
customer
1
datetime
2021-09-14T23:18:52-07:00
documentation
PROPIPE
is_lateral_inspection
false