Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 25, 2016, 11:30 AM

  • 15 0745_15 0744_2252016_034945.mp4

Date
02/25/2016
W/O
0552373
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00593
PipeID
P12944
Time
3:30 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 0745
Downstream MH
15 0744
Dir. of Survey
Downstream
Length Surveyed
216.6 ft.
Total Length
216.6 ft.
Structural Index
3
Structural Quick
4231
Structural Rating
15
O&M Index
3
O&M Quick
4221
O&M Rating
10
Overall Index
3
Overall Quick
—
Overall Rating
25
Pipe schematic from manhole 15 0745 to 15 0744
MH: 15 0745MH: 15 0744downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:45AM2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - MAG COAT 30% START 9:00 TO 3:002 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG25.2 ft. TF - Tap Factory Made, at 03 o'clock, -, within 8 inches of joint: YES, 6" - Open25.2 ft. MGO - General Observation - MAG COAT 80% START42.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE UNDER MAG COAT72.8 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open76.1 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6", 6" - Open78.2 ft. MGO - General Observation - MAG COAT 90% START124.4 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open142.7 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open178.9 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG PEELING CONCRETE216.1 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG216.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG216.1 ft. TFD - Tap Factory Made Defective, at 02 o'clock, -, within 8 inches of joint: YES, 6", 6" - Open-100% ROOTS- POSSIBLE CONN216.1 ft. MGP - General Photograph216.1 ft. RBC - Roots Ball Connection, from 01 to 07 o'clock, 55 %, within 8 inches of joint: YES216.1 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PELING CONCRETE216.1 ft. MGO - General Observation - MAG COAT 90% FINISH216.6 ft. MSA - Survey Abandoned - 55% ROOTS

Observation photos (10)

  • 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

  • General Observation - MAG COAT 30% START 9:00 TO 3:00

    2 ft. - General Observation - MAG COAT 30% START 9:00 TO 3:00

  • 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

  • General Observation - MAG COAT 80% START

    25.2 ft. - General Observation - MAG COAT 80% START

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

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

  • General Observation - MAG COAT 90% START

    78.2 ft. - General Observation - MAG COAT 90% START

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

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

  • General Photograph

    216.1 ft. - General Photograph

  • Roots Ball Connection, from 01 to 07 o'clock, 55 %, within 8 inches of joint: YES

    216.1 ft. - Roots Ball Connection, from 01 to 07 o'clock, 55 %, within 8 inches of joint: YES

All inspections of P12944Work order 0552373

Observations (24)

DistanceCodeObservation
72.8TFOpen
76.1TFOpen
124.4TFOpen
0MWL—
0MWM—
216.1SAMSEVERE AGG
42.1SSSPEELING CONCRETE UNDER MAG COAT
0AMH3:45AM
216.1SAPSEVERE AGG
142.7TFOpen
216.1TFDOpen-100% ROOTS- POSSIBLE CONN
2SSSPEELING CONCRETE
216.1MGP—
2SAPSEVERE AGG
25.2TFOpen
216.6MSA55% ROOTS
2MGOMAG COAT 30% START 9:00 TO 3:00
178.9SAMSEVERE AGG PEELING CONCRETE
216.1RBC—
216.1SSSPELING CONCRETE
2SAMSEVERE AGG
25.2MGOMAG COAT 80% START
78.2MGOMAG COAT 90% START
216.1MGOMAG COAT 90% FINISH

Properties (6)

custom_field_three
MISSING SEVERE AGG-PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-02-25T03:30:34-08:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false