Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 28, 2017, 07:55 AM

  • 21 0950B_21 0950A_3282017_011229.mp4

Date
03/28/2017
W/O
0630979
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00760
PipeID
P16046
Time
12:55 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 0950B
Downstream MH
21 0950A
Dir. of Survey
Downstream
Length Surveyed
166.4 ft.
Total Length
166.4 ft.
Structural Index
3
Structural Quick
3626
Structural Rating
30
O&M Index
2
O&M Quick
4121
O&M Rating
8
Overall Index
2
Overall Quick
—
Overall Rating
38
Pipe schematic from manhole 21 0950B to 21 0950A
MH: 21 0950BMH: 21 0950Adownstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG6.3 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SLIGHT12.5 ft. FC - Fracture Circumferential, from 08 to 09 o'clock, within 8 inches of joint: YES - SLIGHT12.5 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - HAIRLINE12.5 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - HAIRLINE23 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SL32.1 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - SL40.5 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - H47.4 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SL57.5 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - SL88.5 ft. MGO - General Observation - LINK PIPE START90.4 ft. MGO - General Observation - LINK PIPE FINISH101.9 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - SL120.4 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR - 4%129.5 ft. MGO - General Observation - 12" NRCP133.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG141.8 ft. TBC - Tap Break-In Capped, at 09 o'clock, -, within 8 inches of joint: YES, 6" - Capped162.2 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR - 3%165.1 ft. MGP - General Photograph - 80% ROOTS165.1 ft. RBJ - Roots Ball Joint, from 08 to 04 o'clock, 80 %, within 8 inches of joint: YESR166.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG166.4 ft. MSA - Survey Abandoned - 80% ROOTS

Observation photos (7)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Observation - LINK PIPE START

    88.5 ft. - General Observation - LINK PIPE START

  • General Observation - LINK PIPE FINISH

    90.4 ft. - General Observation - LINK PIPE FINISH

  • General Observation - 12" NRCP

    129.5 ft. - General Observation - 12" NRCP

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    133.3 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • General Photograph - 80% ROOTS

    165.1 ft. - General Photograph - 80% ROOTS

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

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

All inspections of P16046Work order 0630979

Observations (26)

DistanceCodeObservation
6.3FLSLIGHT
12.5FCSLIGHT
165.1MGP80% ROOTS
23FLSL
141.8TBCCapped
166.4MSA80% ROOTS
133.3SAPSEVERE AGG
90.4MGOLINK PIPE FINISH
88.5MGOLINK PIPE START
0AMH12:55AM
57.5FLSL
0MWL—
129.5MGO12" NRCP
12.5FCHAIRLINE
12.5FCHAIRLINE
165.1RBJ—
40.5FCH
32.1FLSL
47.4FCSL
120.4RFJ4%
162.2RFJ3%
166.1SAPSEVERE AGG
2SAPSEVERE AGG
101.9FCSL
0MWM—
0MGOConn. @ Mh, 9 O' Clock. Active

Properties (6)

custom_field_three
SEVERE AGG PROJECTING
custom_field_two
3
customer
LACSD
datetime
2017-03-28T00:55:01-07:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false