Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 25, 2019, 06:45 PM

  • 30 0212_30 0226_10252019_120550.mp4

  • 30 0212_30 0226_10252019_120804.mp4

Date
10/25/2019
W/O
0771073
Weather
Dry
Operator/Surveyor
FRANKLIN
Sewer ID
Z00884
PipeID
P17927
Time
11:45 AM
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 0212
Dir. of Survey
Upstream
Length Surveyed
124.3 ft.
Total Length
124.3 ft.
Structural Index
3
Structural Quick
3221
Structural Rating
8
O&M Index
1
O&M Quick
2113
O&M Rating
5
Overall Index
2
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole 30 0226 to 30 0212
MH: 30 0226MH: 30 0212upstream0 ft. MGO - General Observation - Mag Coat xx% 9 to 3 o' Clock Throughout0 ft. AMH - Upstream Manhole, Survey Ends - 12:24 PM/STOP LOG0.5 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish0.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish0.5 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish15.1 ft. RFB - Roots Fine Barrell, from 12 to 05 o'clock, within 8 inches of joint: YES17.7 ft. MGP - General Photograph58.1 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR - 5%95.4 ft. CM - Crack Multiple, from 05 to 07 o'clock, within 8 inches of joint: YES103.4 ft. RFJ - Roots Fine Joint, from 04 to 06 o'clock, within 8 inches of joint: YESR122.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start122.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start122.3 ft. SSS - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start124.2 ft. MWM - Water Mark, 10 %of cross sectional area124.3 ft. MWL - Water Level, 5 %of cross sectional area124.3 ft. AMH - Downstream Manhole, Survey Begins - 11:50 AM

Observation photos (10)

  • Water Mark, 10 %of cross sectional area

    0.1 ft. - Water Mark, 10 %of cross sectional area

  • 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 08 to 04 o'clock, within 8 inches of joint: YESR, Start

    2 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start

  • Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Spalling, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 04 to 06 o'clock, within 8 inches of joint: YESR

    20.9 ft. - Roots Fine Joint, from 04 to 06 o'clock, within 8 inches of joint: YESR

  • Crack Multiple, from 05 to 07 o'clock, within 8 inches of joint: YES

    28.9 ft. - Crack Multiple, from 05 to 07 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR - 5%

    66.2 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR - 5%

  • General Photograph

    106.6 ft. - General Photograph

  • Roots Fine Barrell, from 12 to 05 o'clock, within 8 inches of joint: YES

    109.2 ft. - Roots Fine Barrell, from 12 to 05 o'clock, within 8 inches of joint: YES

  • Upstream Manhole, Survey Ends - 12:24 PM/STOP LOG

    124.3 ft. - Upstream Manhole, Survey Ends - 12:24 PM/STOP LOG

All inspections of P17927Work order 0771073

Observations (16)

DistanceCodeObservation
0MWL—
106.6MGP—
124.3MGOMag Coat xx% 9 to 3 o' Clock Throughout
2CM—
123.8SSS—
66.2RFJ5%
20.9RFJ—
2RFJ—
0.1MWM—
123.8RFJ—
109.2RFB—
0AMH11:50 AM
28.9CM—
123.8CM—
2SSS—
124.3AMH12:24 PM/STOP LOG

Properties (5)

custom_field_two
3
customer
LACSD
datetime
2019-10-25T11:45:26-07:00
documentation
FRANKLIN, BRAR, RUVALCABA, SHADLER
is_lateral_inspection
false