Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 25, 2016, 12:29 PM

  • 15 0745_15 0744_2252016_045220.mp4

Date
02/25/2016
W/O
0552373
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00593
PipeID
P12944
Time
4:29 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 0744
Downstream MH
15 0745
Dir. of Survey
Upstream
Length Surveyed
133.6 ft.
Total Length
133.6 ft.
Structural Index
3
Structural Quick
4231
Structural Rating
13
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 15 0744 to 15 0745
MH: 15 0744MH: 15 0745upstream0 ft. AMH - Upstream Manhole, Survey Ends *INSPECTION COMPLETED REVERSE INSPECTION - 5:25AM= COMPLETED BY REVERSE INSPECTION0.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.3 ft. RBC - Roots Ball Connection, from 06 to 12 o'clock, 55 %, within 8 inches of joint: YES0.3 ft. MGO - General Observation - MAG COAT 80% FINISH0.3 ft. MGP - General Photograph0.3 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 AGG38.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open61.5 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG PEELING CONCRETE99.1 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open131.6 ft. MGO - General Observation - MAG COAT 80% START 9:00 TO 3:00131.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE131.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG131.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG133.6 ft. MWM - Water Mark, 40 %of cross sectional area133.6 ft. AMH - Downstream Manhole, Survey Begins - 4:55M133.6 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (7)

  • General Observation - MAG COAT 80% START 9:00 TO 3:00

    2 ft. - General Observation - MAG COAT 80% START 9:00 TO 3:00

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

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

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

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

  • Roots Ball Connection, from 06 to 12 o'clock, 55 %, within 8 inches of joint: YES

    133.3 ft. - Roots Ball Connection, from 06 to 12 o'clock, 55 %, within 8 inches of joint: YES

  • General Photograph

    133.3 ft. - General Photograph

All inspections of P12944Work order 0552373

Observations (17)

DistanceCodeObservation
2MGOMAG COAT 80% START 9:00 TO 3:00
133.6AMH5:25AM= COMPLETED BY REVERSE INSPECTION
2SSSPEELING CONCRETE
2SAPSEVERE AGG
133.3SAMSEVERE AGG
133.3RBC—
0MWM—
0AMH4:55M
34.5TFOpen
95.2TFOpen
133.3MGOMAG COAT 80% FINISH
0MWL—
72.1SAMSEVERE AGG PEELING CONCRETE
133.3MGP—
2SAMSEVERE AGG
133.3SSSPEELING CONCRETE
133.3SAPSEVERE AGG

Properties (6)

custom_field_three
MISSING SEVERE AGG PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-02-25T04:29:09-08:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false