Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 25, 2016, 10:13 AM

  • 15 0773_15 0772_2252016_022007.mp4

Date
02/25/2016
W/O
0552373
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00593
PipeID
P12974
Time
2:13 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 0773
Downstream MH
15 0772
Dir. of Survey
Downstream
Length Surveyed
134.9 ft.
Total Length
134.9 ft.
Structural Index
3
Structural Quick
4231
Structural Rating
15
O&M Index
3
O&M Quick
4221
O&M Rating
11
Overall Index
3
Overall Quick
—
Overall Rating
26
Pipe schematic from manhole 15 0773 to 15 0772
MH: 15 0773MH: 15 0772downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:15AM2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 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 AGG9.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE15.6 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open50.2 ft. RFJ - Roots Fine Joint, from 08 to 11 o'clock, within 8 inches of joint: YESR - 3%82.2 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6"119.7 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG130.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6"133.6 ft. RBJ - Roots Ball Joint, from 07 to 04 o'clock, 70 %, within 8 inches of joint: YESR133.7 ft. TFD - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open-99% ROOTS133.7 ft. MGP - General Photograph134.8 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG134.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE134.8 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG134.9 ft. MSA - Survey Abandoned - 70% ROOTS

Observation photos (7)

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

    9.6 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

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

  • Roots Ball Joint, from 07 to 04 o'clock, 70 %, within 8 inches of joint: YESR

    133.6 ft. - Roots Ball Joint, from 07 to 04 o'clock, 70 %, within 8 inches of joint: YESR

  • General Photograph

    133.7 ft. - General Photograph

All inspections of P12974Work order 0552373

Observations (20)

DistanceCodeObservation
134.8SAPSEVERE AGG
134.9MSA70% ROOTS
119.7SAMSEVERE AGG
0MWM—
2SAMSEVERE AGG
0MGOConn. @ Mh, 3 O' Clock. Active
9.6SSSPEELING CONCRETE
50.2RFJ3%
0MWL—
15.6TFOpen
134.8SSSPEELING CONCRETE
130.7TFC—
134.8SAMSEVERE AGG
0AMH2:15AM
2SSSPEELING CONCRETE
82.2TFC—
133.6RBJ—
2SAPSEVERE AGG
133.7TFDOpen-99% ROOTS
133.7MGP—

Properties (6)

custom_field_three
MISSING SEVERE AGG PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-02-25T02:13:33-08:00
documentation
MARTIN,MANANES,OLIVER 111
is_lateral_inspection
false