Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 15, 2015, 05:45 PM

  • 01 0743_01 0742_12152015_095229.mp4

Date
12/15/2015
W/O
0541801
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00205
PipeID
P01652
Time
9:45 AM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7017
Sewer Name
01 COMPTON DISPOSAL TRUNK
City
COMPTON
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 01
Page No.
20
Purpose
Routine Assessment
Project
20151215AM_COMPTON_DISPOSAL_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
01 0743
Downstream MH
01 0742
Dir. of Survey
Downstream
Length Surveyed
378.7 ft.
Total Length
378.7 ft.
Structural Index
4
Structural Quick
5231
Structural Rating
15
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
—
Overall Rating
19
Pipe schematic from manhole 01 0743 to 01 0742
MH: 01 0743MH: 01 0742downstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 45 %of cross sectional area0 ft. MGO - General Observation - ROACHES INSIDE THE MH.0 ft. AMH - Upstream Manhole, Survey Begins - 9:50 AM2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start110.4 ft. MGP - General Photograph - SEV. EXP. AGG.206.3 ft. MGP - General Photograph - PEELING CONCRETE220.4 ft. SRV - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO333.9 ft. SRV - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO376.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish376.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish376.8 ft. MGO - General Observation - ROACHES INSIDE THE MH.376.8 ft. MGO - General Observation - CAPPED CONN. INSIDE THE MH. 01 O'CLOCK376.8 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 12 O'CLOCK378.7 ft. AMH - Downstream Manhole, Survey Ends - 10:23 AM

Observation photos (10)

  • Water Mark, 50 %of cross sectional area

    0 ft. - Water Mark, 50 %of cross sectional area

  • Water Level, 45 %of cross sectional area

    0 ft. - Water Level, 45 %of cross sectional area

  • Upstream Manhole, Survey Begins - 9:50 AM

    0 ft. - Upstream Manhole, Survey Begins - 9:50 AM

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

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

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

  • General Photograph - SEV. EXP. AGG.

    110.4 ft. - General Photograph - SEV. EXP. AGG.

  • General Photograph - PEELING CONCRETE

    206.3 ft. - General Photograph - PEELING CONCRETE

  • Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO

    220.4 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO

  • Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO

    333.9 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish

    376.4 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish

All inspections of P01652Work order 0541801

Observations (16)

DistanceCodeObservation
2SAV—
220.4SRV—
376.8MGOROACHES INSIDE THE MH.
0MWM—
2SSS—
0MWL—
206.3MGPPEELING CONCRETE
333.9SRV—
110.4MGPSEV. EXP. AGG.
0MGOROACHES INSIDE THE MH.
378.7AMH10:23 AM
376.8MGOCAPPED CONN. INSIDE THE MH. 01 O'CLOCK
376.4SAV—
0AMH9:50 AM
376.8MGOACTIVE CONN. INSIDE THE MH. @ 12 O'CLOCK
376.4SSS—

Properties (4)

custom_field_three
REBAR, SEV EXP AGGREGATE, & SPALLING
custom_field_two
2
customer
LACSD
datetime
2015-12-15T09:45:03-08:00