Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 2, 2016, 08:45 AM

  • 15 0775_15 0774_322016_010019.mp4

Date
03/02/2016
W/O
0552373
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00593
PipeID
P12976
Time
12:45 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Jetting
Media Label
H0077
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
20160302MDM_ARCADIA_SIERRA_MADRE_TRUNK_SECTS_2_5
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
15 0774
Downstream MH
15 0775
Dir. of Survey
Upstream
Length Surveyed
141.8 ft.
Total Length
141.8 ft.
Structural Index
3
Structural Quick
4132
Structural Rating
14
O&M Index
3
O&M Quick
3221
O&M Rating
8
Overall Index
3
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole 15 0774 to 15 0775
MH: 15 0774MH: 15 0775upstream0 ft. AMH - Upstream Manhole, Survey Ends INSPECTIN COMPLETED REVERSE INSPECTION - 1:45AM COMPLETED REVERSE INSPECTION0.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish0.4 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YESR0.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish0.4 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish5.4 ft. MGO - General Observation - ZOOM 5'7.6 ft. RMJ - Roots Medium Joint, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YESR7.6 ft. MGP - General Photograph42.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6"46.7 ft. TFD - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 6" - 95% ROOTS113.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE127.7 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG127.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE133.8 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE139.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG141.8 ft. MWL - Water Level, 10 %of cross sectional area141.8 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active141.8 ft. AMH - Downstream Manhole, Survey Begins - 12:45AM141.8 ft. MWM - Water Mark, 20 %of cross sectional area141.8 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active

Observation photos (8)

  • 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

    14.1 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 - PEELING CONCRETE

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

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

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

  • Roots Medium Joint, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YESR

    134.2 ft. - Roots Medium Joint, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YESR

  • General Photograph

    134.2 ft. - General Photograph

  • General Observation - ZOOM 5'

    136.4 ft. - General Observation - ZOOM 5'

  • Roots Medium Joint, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YESR

    141.4 ft. - Roots Medium Joint, from 09 to 03 o'clock, 50 %, within 8 inches of joint: YESR

All inspections of P12976Work order 0552373

Observations (20)

DistanceCodeObservation
0MWL—
141.8AMH1:45AM COMPLETED REVERSE INSPECTION
28SSSPEELING CONCRETE
136.4MGOZOOM 5'
99.2TFC—
14.1SAMSEVERE AGG
141.4SAP—
141.4RMJ—
2SAPSEVERE AGG
134.2RMJ—
0MGOConn. @ Mh, 9 O' Clock. Active
134.2MGP—
141.4SSS—
0AMH12:45AM
0MWM—
0MGOConn. @ Mh, 3 O' Clock. Active
95.1TFD95% ROOTS
14.1SSSPEELING CONCRETE
8FLHAIRLINE
141.4SAM—

Properties (4)

custom_field_three
MISSING SEVERE AGG-PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-03-02T00:45:12-08:00