Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 15, 2019, 07:43 AM

  • 18 0440_18 0439A_5152019_014915.mp4

Date
05/15/2019
W/O
0767446
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00675
PipeID
P14291
Time
12:43 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 0440
Downstream MH
18 0439A
Dir. of Survey
Downstream
Length Surveyed
205.9 ft.
Total Length
205.9 ft.
Structural Index
3
Structural Quick
3424
Structural Rating
20
O&M Index
3
O&M Quick
4121
O&M Rating
6
Overall Index
3
Overall Quick
—
Overall Rating
26
Pipe schematic from manhole 18 0440 to 18 0439A
MH: 18 0440MH: 18 0439Adownstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:50AM0 ft. MWM - Water Mark, 60 %of cross sectional area2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8 ft. FC - Fracture Circumferential, from 09 to 03 o'clock, within 8 inches of joint: YES - SLIGHT9.7 ft. MGO - General Observation - 18" NRCP9.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped12.6 ft. FC - Fracture Circumferential, from 01 to 03 o'clock, within 8 inches of joint: YES - SLIGHT27 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open29.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped32.2 ft. FL - Fracture Longitudinal, at 02 o'clock, within 8 inches of joint: YES - HAIRLKINE39.3 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG53.5 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped77.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped83.2 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE102.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open119.4 ft. DAGS - Deposits Attached Grease, 3 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO, Start - HARD GREASE125.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped127.4 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open141.3 ft. FC - Fracture Circumferential, from 09 to 11 o'clock, within 8 inches of joint: YES - H154 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped157 ft. DAGS - Deposits Attached Grease, 3 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO, Finish - HARD GREASE162.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG178.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped202.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped205.4 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG205.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE205.4 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active205.9 ft. AMH - Downstream Manhole, Survey Ends - 2:20AM

Observation photos (6)

  • 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 - 18" NRCP

    9.7 ft. - General Observation - 18" NRCP

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

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

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

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

  • Deposits Attached Grease, 3 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO, Start - HARD GREASE

    119.4 ft. - Deposits Attached Grease, 3 %of cross sectional area, from 07 to 10 o'clock, , within 8 inches of joint: NO, Start - HARD GREASE

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

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

All inspections of P14291Work order 0767446

Observations (29)

DistanceCodeObservation
29.5TFCCapped
77.5TFCCapped
0MWL—
205.4SAPSEVERE AGG
9.7MGO18" NRCP
32.2FLHAIRLKINE
0AMH1:50AM
119.4DAGSHARD GREASE
83.2SSSPEELING CONCRETE
27TFOpen
154TFCCapped
202.4TFCCapped
205.4SSSPEELING CONCRETE
205.4MGOConn. @ Mh, 3 O' Clock. Active
12.6FCSLIGHT
162.7SAPSEVERE AGG
178.4TFCCapped
141.3FCH
0MWM—
127.4TFOpen
39.3SAPSEVERE AGG
9.7TFCapped
125.7TFCCapped
205.9AMH2:20AM
157DAGSHARD GREASE
102.7TFOpen
53.5TFCCapped
8FCSLIGHT
2SAPSEVERE AGG

Properties (6)

custom_field_three
SEVERE AGG PROJECTING
custom_field_two
2
customer
LACSD
datetime
2019-05-15T00:43:43-07:00
documentation
MARTIN,REVELES,RUVALCABA
is_lateral_inspection
false