Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 15, 2019, 09:20 AM
  • 18 0439A_18 0439_5152019_023419.mp4

Date
05/15/2019
W/O
0767446
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00675
PipeID
P14290
Time
2:20 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Heavy Cleaning
Media Label
H1211
Sewer Name
18 FLORENCE AVENUE TRUNK
City
SANTA FE SPRINGS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
19
Purpose
Routine Assessment
Project
20190515MDM_FLORENCE_AVENUE_TRUNK
Material
NRCP
Shape
Circular
Height
18 in.
Upstream MH
18 0439A
Downstream MH
18 0439
Dir. of Survey
Downstream
Length Surveyed
194.9 ft.
Total Length
194.9 ft.
Structural Index
2
Structural Quick
4131
Structural Rating
17
O&M Index
2
O&M Quick
4125
O&M Rating
14
Overall Index
2
Overall Quick
Overall Rating
31
Pipe schematic from manhole 18 0439A to 18 0439
MH: 18 0439AMH: 18 0439downstream0 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 2:30AM2 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 AGG6.5 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: YES, Start - HARD GREASE OR SCALE8.1 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO23.8 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped26.1 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: YES, Finish - HARD GREASE OR SCALE30.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERE AGG ATTACHED47.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped49.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE49.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG49.6 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG49.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED52.1 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Start60.6 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Finish71.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped78 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: YES, Start94.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open95.9 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6" - Capped107.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED120.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped148 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped156.1 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: NO163.7 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED172 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped194.6 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG194.6 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: YES, Finish - HARD GREASE OR SCALE194.6 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVERE AGG ATTACHED194.9 ft. AMH - Downstream Manhole, Survey Ends - 2:55AM

Observation photos (12)

  • 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

  • Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock,  , within 8 inches of joint: YES, Start - HARD GREASE OR SCALE

    6.5 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: YES, Start - HARD GREASE OR SCALE

  • Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock,  , within 8 inches of joint: NO

    8.1 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: NO

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

    30.7 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    49.6 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 SEVERE AGG ATTACHED

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

  • Deposits Attached Grease, 5 %of cross sectional area, from 07 to 09 o'clock,  , within 8 inches of joint: YES, Start

    52.1 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 09 o'clock, , within 8 inches of joint: YES, Start

  • Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock,  , within 8 inches of joint: YES, Start

    78 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: YES, Start

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

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

  • Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock,  , within 8 inches of joint: NO

    156.1 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 06 to 09 o'clock, , within 8 inches of joint: NO

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

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

Observations (32)

DistanceCodeObservation
8.1DAGS
163.7SSSPEELING CONCRETE SEVERE AGG ATTACHED
23.8TFCCapped
0MGOConn. @ Mh, 3 O' Clock. Active
120.2TFCCapped
47.9TFCCapped
194.9AMH2:55AM
60.6DAGS
194.6SAMSEVERE AGG
0MWL
0MWM
52.1DAGS
49.6SSSPEELING CONCRETE
156.1DAGS
49.6SAMSEVERE AGG
194.6DAGSHARD GREASE OR SCALE
94.2TBOpen
0AMH2:30AM
107.8SSSPEELING CONCRETE SEVERE AGG ATTACHED
148TFCCapped
194.6SSSPEELING CONCRETE SEVERE AGG ATTACHED
2SSSPEELING CONCRETE
30.7SSSPEELING CONCRETE SEVERE AGG ATTACHED
71.7TFCCapped
172TFCCapped
26.1DAGSHARD GREASE OR SCALE
2SAPSEVERE AGG
49.6SAPSEVERE AGG
95.9TFCCapped
6.5DAGSHARD GREASE OR SCALE
78DAGS
49.6SSSPEELING CONCRETE SEVERE AGG ATTACHED

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
1
customer
LACSD
datetime
2019-05-15T02:20:28-07:00
documentation
MARTIN,REVELES,RUVALCABA
is_lateral_inspection
false