Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 27, 2017, 08:43 AM

  • Section#1_18 0097_18 0096__Date (SI_Date)__SI_Preset.mp4

Date
02/27/2017
W/O
0626259
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00698
PipeID
P13917
Time
12:43 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G6763
Sewer Name
18 SANTA FE STREET TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
22
Purpose
Maintenance Related
Project
20160227MDM_SANTA_FE_STREET_TRUNK
Material
NRCP
Shape
Circular
Height
12 in.
Upstream MH
18 0096
Downstream MH
18 0097
Dir. of Survey
Downstream
Length Surveyed
382.6 ft.
Total Length
382.6 ft.
Structural Index
3
Structural Quick
3]21
Structural Rating
449
O&M Index
2
O&M Quick
4131
O&M Rating
9
Overall Index
3
Overall Quick
—
Overall Rating
458
Pipe schematic from manhole 18 0096 to 18 0097
MH: 18 0096MH: 18 0097downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:45AM0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area1 ft. MGO - General Observation - MH# 95 BURIED1 ft. MGO - General Observation - MH# 94 START POINT1 ft. MGO - General Observation - MH# 96 BURIED1 ft. MGO - General Observation - MH 97 ANGLE POINT ,DROP OFF IN MH2 ft. MGO - General Observation - MH# 96 TO MH# 97 REVERSE INSPECTION5.4 ft. MGO - General Observation - 12" NRCP5.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - MODERATE AGG24.1 ft. FL - Fracture Longitudinal, at 01 o'clock, within 8 inches of joint: YES - SLIGHT24.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG159.9 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 10 %, within 8 inches of joint: YESR160.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVERE AGG172.9 ft. RFJ - Roots Fine Joint, from 10 to 02 o'clock, within 8 inches of joint: YESR - 2%182.8 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR - 4%353.7 ft. MGO - General Observation ABANDONED MH - ABANDONED MH--CAPPED363.9 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES - PEELING CONCRETE382.2 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - MODERATE AGG382.2 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG382.6 ft. AMH - Downstream Manhole, Survey Ends - 3:25AM

Observation photos (7)

  • General Observation - MH 97 ANGLE POINT ,DROP OFF IN MH

    1 ft. - General Observation - MH 97 ANGLE POINT ,DROP OFF IN MH

  • General Observation - 12" NRCP

    5.4 ft. - General Observation - 12" NRCP

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

    5.4 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - MODERATE AGG

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

    24.1 ft. - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

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

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

  • General Observation ABANDONED MH - ABANDONED MH--CAPPED

    353.7 ft. - General Observation ABANDONED MH - ABANDONED MH--CAPPED

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

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

All inspections of P13917Work order 0626259

Observations (21)

DistanceCodeObservation
1MGOMH# 95 BURIED
382.6AMH3:25AM
24.1FLSLIGHT
24.1SAPSEVERE AGG
353.7MGOABANDONED MH--CAPPED
160.2SAPSEVERE AGG
382.2SAVMODERATE AGG
1MGOMH# 94 START POINT
2MGOMH# 96 TO MH# 97 REVERSE INSPECTION
5.4MGO12" NRCP
0AMH12:45AM
0MWM—
182.8RFJ4%
382.2SAPSEVERE AGG
0MWL—
1MGOMH# 96 BURIED
172.9RFJ2%
159.9RMJ—
363.9SSSPEELING CONCRETE
5.4SAVMODERATE AGG
1MGOMH 97 ANGLE POINT ,DROP OFF IN MH

Properties (6)

custom_field_three
PRJECTING SEVERE AGG
custom_field_two
3
customer
LACSD
datetime
2017-02-27T00:43:44-08:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false