Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 4, 2019, 06:35 PM

  • C 0314_C 0313A_242019_120347.mp4

Date
02/04/2019
W/O
0753893
Weather
Saturated
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00135
PipeID
P09777
Time
10:35 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7909
Sewer Name
C JOINT OUTFALL C - UNIT 6F
City
CERRITOS
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20190204SHO_JOINT_OUTFALL_C_UNIT_6F
Material
Reinforced Concrete Pipe
Shape
Circular
Height
15 in.
Upstream MH
C 0314
Downstream MH
C 0313A
Dir. of Survey
Downstream
Length Surveyed
377.8 ft.
Total Length
377.8 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
12
Pipe schematic from manhole C 0314 to C 0313A
MH: C 0314MH: C 0313Adownstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - C 03142 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Start3 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start10.1 ft. MGO - General Observation - 60% MAG COAT INTACT136.2 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"138 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: NO, 6"334.1 ft. SRV - Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: YES, Start338.6 ft. SRV - Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: YES, Finish375.4 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: NO375.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish375.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish377.8 ft. MGO - General Observation - ACTIVE CONNECTION IN THE MH @ 9377.8 ft. AMH - Downstream Manhole, Survey Ends - C 0313A

Observation photos (5)

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

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

  • Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    3 ft. - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • General Observation - 60% MAG COAT INTACT

    10.1 ft. - General Observation - 60% MAG COAT INTACT

  • Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: YES, Start

    334.1 ft. - Surface Reinforcement Visible, at 09 o'clock, within 8 inches of joint: YES, Start

  • Deposits Attached Grease, 10 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: NO

    375.4 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 04 o'clock, , within 8 inches of joint: NO

All inspections of P09777Work order 0753893

Observations (15)

DistanceCodeObservation
2SSS—
10.1MGO60% MAG COAT INTACT
334.1SRV—
377.8MGOACTIVE CONNECTION IN THE MH @ 9
136.2TF—
138TF—
3SAV—
375.4DAGS—
375.4SAV—
375.4SSS—
377.8AMHC 0313A
0MWM—
0MWL—
338.6SRV—
0AMHC 0314

Properties (7)

additional_info
RFIR
custom_field_three
REBAR AND AGGREGATE
custom_field_two
2
customer
LACSD
datetime
2019-02-04T10:35:11-08:00
documentation
OBREGON, BRAR, YOUNG, RUVALCABA
is_lateral_inspection
false