Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 3, 2016, 06:57 AM

  • 14 0537_14 0536_02032016_225727.mp4

Date
03/02/2016
W/O
552346
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00588
PipeID
P18628
Time
10:57 PM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3274
Sewer Name
14 35TH STREET WEST TRUNK
City
PALMDALE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 14
Page No.
11
Purpose
Routine Assessment
Project
WO_552346_TV14042_FEB2016
Sewer Type
GRAVITY
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
14 0537
Downstream MH
14 0536
Dir. of Survey
Downstream
Length Surveyed
452.8 ft.
Total Length
452.8 ft.
Structural Index
3
Structural Quick
3Q2L
Structural Rating
398
O&M Index
2
O&M Quick
2Q1D
O&M Rating
206
Overall Index
2
Overall Quick
—
Overall Rating
604
Pipe schematic from manhole 14 0537 to 14 0536
MH: 14 0537MH: 14 0536downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 14 05372 ft. MGO - General Observation - MAG COATING 90%2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start129.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start233.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR273.4 ft. RFJ - Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YESR321.7 ft. RFJ - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YESR329.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start446.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish450.8 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish450.8 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish452.8 ft. AMH - Downstream Manhole, Survey Ends - 14 0536

Observation photos (6)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

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

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

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

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

  • Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YESR

    273.4 ft. - Roots Fine Joint, from 10 to 04 o'clock, within 8 inches of joint: YESR

  • Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YESR

    321.7 ft. - Roots Fine Joint, from 09 to 12 o'clock, within 8 inches of joint: YESR

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

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

All inspections of P18628Work order 552346

Observations (14)

DistanceCodeObservation
233.2RFJ—
450.8DAGS—
273.4RFJ—
452.8AMH14 0536
2MGOMAG COATING 90%
329.3RFJ—
450.8SSS—
0MWM—
129.8SSS—
321.7RFJ—
446.5RFJ—
2DAGS—
0MWL—
0AMH14 0537

Properties (6)

additional_info
SC225498
custom_field_two
4
customer
LACSD
datetime
2016-03-02T22:57:09-08:00
documentation
PRO PIPE
is_lateral_inspection
false