Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 28, 2017, 08:48 AM

  • 21 0950B_21 0950A_3282017_022126.mp4

Date
03/28/2017
W/O
0630979
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00760
PipeID
P16046
Time
1:48 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0477
Sewer Name
21 CLAREMONT OUTFALL TRUNK
City
CLAREMONT
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 21
Page No.
07
Purpose
Routine Assessment
Project
20170328MDM_CLAREMONT_OUTFALL_TRUNK
Material
NRCP
Shape
Circular
Height
12 in.
Upstream MH
21 0950A
Downstream MH
21 0950B
Dir. of Survey
Upstream
Length Surveyed
209.6 ft.
Total Length
209.6 ft.
Structural Index
3
Structural Quick
3A2A
Structural Rating
55
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
59
Pipe schematic from manhole 21 0950A to 21 0950B
MH: 21 0950AMH: 21 0950Bupstream0 ft. MSA - Survey Abandoned - 80% ROOTS 2:45AM0.2 ft. RBJ - Roots Ball Joint, from 08 to 04 o'clock, 80 %, within 8 inches of joint: YESR0.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE0.2 ft. MGP - General Photograph - 80% ROOTS22.4 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - SL22.4 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - SL34.6 ft. FL - Fracture Longitudinal, at 04 o'clock, within 8 inches of joint: YES - SL34.6 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - SL34.6 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SL62.1 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL62.1 ft. FC - Fracture Circumferential, from 09 to 12 o'clock, within 8 inches of joint: YES - SL74.6 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - SL74.6 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - SL92.2 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES - SL99.7 ft. FC - Fracture Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES - SL131.9 ft. FC - Fracture Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES - HAIRLINE149.4 ft. FL - Fracture Longitudinal, at 11 o'clock, within 8 inches of joint: YES - SL150 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Open151.9 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - SL163.1 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Open164.1 ft. FC - Fracture Circumferential, from 09 to 10 o'clock, within 8 inches of joint: YES - SL177.9 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Finish - SL181.1 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start - SL188.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG194.2 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - SL204.2 ft. FC - Fracture Circumferential, from 12 to 02 o'clock, within 8 inches of joint: YES - SL204.2 ft. FC - Fracture Circumferential, from 10 to 12 o'clock, within 8 inches of joint: YES - SL207.1 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - SLIGHT207.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG209.6 ft. MWM - Water Mark, 40 %of cross sectional area209.6 ft. MWL - Water Level, 5 %of cross sectional area209.6 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN209.6 ft. AMH - Downstream Manhole, Survey Begins - 2:10AM

Observation photos (5)

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

    20.9 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start - SL

    28.5 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES, Start - SL

  • Roots Ball Joint, from 08 to 04 o'clock, 80 %, within 8 inches of joint: YESR

    209.4 ft. - Roots Ball Joint, from 08 to 04 o'clock, 80 %, within 8 inches of joint: YESR

  • General Photograph - 80% ROOTS

    209.4 ft. - General Photograph - 80% ROOTS

All inspections of P16046Work order 0630979

Observations (33)

DistanceCodeObservation
77.7FCHAIRLINE
60.2FLSL
209.4RBJ—
175FLSL
209.4SAPSEVERE
15.4FLSL
109.9FCSL
28.5FLSL
0MWM—
147.5FCSL
117.4FLSL
187.2FCSL
209.4MGP80% ROOTS
175FLSL
0MWL—
59.6TBOpen
5.4FCSL
57.7FLSL
209.6MSA80% ROOTS 2:45AM
187.2FLSL
46.5TBOpen
147.5FCSL
2.5FCSLIGHT
31.7FLSL
135FLSL
0MGOConn. @ Mh, 3 O' Clock. OPEN
5.4FCSL
2SAPSEVERE AGG
20.9SAPSEVERE AGG
175FCSL
0AMH2:10AM
135FCSL
45.5FCSL

Properties (6)

custom_field_three
SEVERE AGG PROJECTING-1SLIGHT FRACTURE JOINT TO JO
custom_field_two
2
customer
LACSD
datetime
2017-03-28T01:48:29-07:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false