Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 25, 2016, 10:14 AM

  • 15 0743_15 0742_2252016_030631.mp4

Date
02/25/2016
W/O
0552373
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00593
PipeID
P12974
Time
2:14 AM
Certificate
U-1014-0602543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0067
Sewer Name
15 ARCADIA-SIERRA MADRE TRUNK, SECTS 2&5
City
ARCADIA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20160224MDM_ARCADIA_SIERRA_MADRE_TRUNK_SECTS_2_5
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
15 0742
Downstream MH
15 0743
Dir. of Survey
Upstream
Length Surveyed
73.8 ft.
Total Length
73.8 ft.
Structural Index
3
Structural Quick
4231
Structural Rating
15
O&M Index
4
O&M Quick
4200
O&M Rating
8
Overall Index
3
Overall Quick
—
Overall Rating
23
Pipe schematic from manhole 15 0742 to 15 0743
MH: 15 0742MH: 15 0743upstream0 ft. MSA - Survey Abandoned - 80% ROOTS0.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE0.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.6 ft. MGP - General Photograph0.6 ft. RBJ - Roots Ball Joint, from 08 to 05 o'clock, 80 %, within 8 inches of joint: YESR5.2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG33.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE71.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG71.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG71.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PELLING CONCRETE73.8 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active73.8 ft. AMH - Downstream Manhole, Survey Begins - 3:05AM73.8 ft. MWM - Water Mark, 50 %of cross sectional area73.8 ft. MWL - Water Level, 10 %of cross sectional area73.8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active

Observation photos (7)

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

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

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PELLING CONCRETE

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PELLING CONCRETE

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    40.1 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

    68.6 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • General Photograph

    73.2 ft. - General Photograph

  • Roots Ball Joint, from 08 to 05 o'clock, 80 %, within 8 inches of joint: YESR

    73.2 ft. - Roots Ball Joint, from 08 to 05 o'clock, 80 %, within 8 inches of joint: YESR

All inspections of P12974Work order 0552373

Observations (16)

DistanceCodeObservation
73.8MSA80% ROOTS
2SAPSEVERE AGG
40.1SSSPEELING CONCRETE
73.5SSSPEELING CONCRETE
2SAMSEVERE AGG
73.5SAPSEVERE AGG
73.2MGP—
0MGOConn. @ Mh, 3 O' Clock. Active
0AMH3:05AM
0MWM—
73.2RBJ—
0MWL—
0MGOConn. @ Mh, 9 O' Clock. Active
2SSSPELLING CONCRETE
73.5SAMSEVERE AGG
68.6SAMSEVERE AGG

Properties (4)

custom_field_three
MISSING SEVERE AGG PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-02-25T02:14:51-08:00