Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 25, 2019, 07:26 PM

  • 30 0226_30 0323_10252019_123105.mp4

Date
10/25/2019
W/O
0771073
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00884
PipeID
P17926
Time
12:26 PM
Certificate
U-415-06024039
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G8112
Sewer Name
30 VIA CAMPESINA TRUNK
City
PALOS VERDES ESTATES
Loc. details
Sidewalk
Location Code
F
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
09
Purpose
Capital Improvement Program Assesment
Project
20191025DF_VIA_CAMPESINA
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Upstream MH
30 0226
Downstream MH
30 0323
Dir. of Survey
Downstream
Length Surveyed
109.3 ft.
Total Length
109.3 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
1
O&M Quick
2112
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 30 0226 to 30 0323
MH: 30 0226MH: 30 0323downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:20 PM0.1 ft. MWL - Water Level, 5 %of cross sectional area0.1 ft. MWM - Water Mark, 10 %of cross sectional area2 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start17.5 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Start29.1 ft. MGP - General Photograph32.6 ft. MGP - General Photograph47 ft. MGP - General Photograph85.1 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR102.9 ft. MGP - General Photograph107.4 ft. RTJ - Roots Tap Joint, at 09 o'clock, 5 %, within 8 inches of joint: YESR109.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish109.1 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Finish109.1 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish109.3 ft. MSA - Survey Abandoned - DEBRIS/GREASE

Observation photos (10)

  • Upstream Manhole, Survey Begins - 12:20 PM

    0 ft. - Upstream Manhole, Survey Begins - 12:20 PM

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Start

    17.5 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Start

  • General Photograph

    29.1 ft. - General Photograph

  • General Photograph

    32.6 ft. - General Photograph

  • General Photograph

    47 ft. - General Photograph

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR

    85.1 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR

  • General Photograph

    102.9 ft. - General Photograph

  • Roots Tap Joint, at 09 o'clock, 5 %, within 8 inches of joint: YESR

    107.4 ft. - Roots Tap Joint, at 09 o'clock, 5 %, within 8 inches of joint: YESR

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Finish

    109.1 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR, Finish

All inspections of P17926Work order 0771073

Observations (16)

DistanceCodeObservation
2CM—
107.4RTJ—
85.1RFJ—
0.1MWL—
109.1SSS—
2SSS—
47MGP—
109.1RFJ—
29.1MGP—
0AMH12:20 PM
102.9MGP—
109.3MSADEBRIS/GREASE
17.5RFJ—
109.1CM—
0.1MWM—
32.6MGP—

Properties (5)

custom_field_two
5
customer
LACSD
datetime
2019-10-25T12:26:57-07:00
documentation
FRANKLIN, BRAR, RUVALCABA, SHADLER
is_lateral_inspection
false