Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 27, 2021, 04:49 PM

  • 16 0085_16 0084_09272021_100714.mp4

Date
09/27/2021
W/O
911340
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00639
PipeID
P13099
Time
9:49 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 0085
Downstream MH
16 0084
Dir. of Survey
Downstream
Length Surveyed
422.4 ft.
Total Length
422.4 ft.
Structural Index
3
Structural Quick
3P2P
Structural Rating
420
O&M Index
2
O&M Quick
2R1P
O&M Rating
271
Overall Index
2
Overall Quick
—
Overall Rating
691
Pipe schematic from manhole 16 0085 to 16 0084
MH: 16 0085MH: 16 0084downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 00850 ft. MWL - Water Level, 25 %of cross sectional area2 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 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start116.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start155.4 ft. RFJ - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES163.3 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES168.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start175 ft. RTJ - Roots Tap Joint, from 10 to 02 o'clock, 5 %, within 8 inches of joint: YESR, Start223 ft. RTJ - Roots Tap Joint, from 10 to 02 o'clock, 5 %, within 8 inches of joint: YESR, Finish322 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish386.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish419.6 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish420 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish420 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish422.4 ft. AMH - Downstream Manhole, Survey Ends - 16 0084

Observation photos (5)

  • 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

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

  • Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES

    155.4 ft. - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES

    163.3 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES

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

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

All inspections of P13099Work order 911340

Observations (18)

DistanceCodeObservation
116.7RFJ—
420SSS—
420DAGS—
0MWM—
322RFJ—
419.6CM—
168.2RFJ—
163.3RFJ—
2DAGS—
155.4RFJ—
223RTJ—
175RTJ—
2SSS—
0AMH16 0085
422.4AMH16 0084
2CM—
0MWL—
386.5RFJ—

Properties (7)

additional_info
630138092721062
custom_field_three
MULTIPLE CRACKS
custom_field_two
3
customer
1
datetime
2021-09-27T09:49:17-07:00
documentation
PROPIPE
is_lateral_inspection
false