Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 3, 2019, 03:54 PM
  • C 0350_C 0349_732019_094715.mp4

Date
07/03/2019
W/O
0772028
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00139
PipeID
P09813
Time
8:54 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G8017
Sewer Name
C JOINT OUTFALL C - UNIT 8A
City
LONG BEACH
Loc. details
Parking Lot
Location Code
G
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
09
Purpose
Capital Improvement Program Assesment
Project
20190703SHO_JOINT_OUTFALL_C_UNIT_8A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
42 in.
Upstream MH
C 0350
Downstream MH
C 0349
Dir. of Survey
Downstream
Length Surveyed
761.4 ft.
Total Length
761.4 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
3
O&M Quick
4134
O&M Rating
24
Overall Index
3
Overall Quick
Overall Rating
34
Pipe schematic from manhole C 0350 to C 0349
MH: C 0350MH: C 0349downstream0 ft. AMH - Upstream Manhole, Survey Begins - C 3500 ft. MWL - Water Level, 40 %of cross sectional area0 ft. MWM - Water Mark, 50 %of cross sectional area8.5 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start8.5 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start231.5 ft. SSS - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES, Start375 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES385 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES395 ft. ID - Infiltration Dripper, from 11 to 02 o'clock, within 8 inches of joint: YES395 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES435.7 ft. SSS - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES, Finish465.3 ft. DAE - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES492 ft. ID - Infiltration Dripper, at 12 o'clock, within 8 inches of joint: YES494.8 ft. ID - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES689.7 ft. ID - Infiltration Dripper, at 01 o'clock, within 8 inches of joint: YES761.1 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish761.1 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish761.4 ft. AMH - Downstream Manhole, Survey Ends - C 349

Observation photos (7)

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

    8.5 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Start

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

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

  • Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES, Start

    231.5 ft. - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES, Start

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock,  , within 8 inches of joint: YES

    375 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock,  , within 8 inches of joint: YES

    385 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 03 o'clock, , within 8 inches of joint: YES

  • Infiltration Dripper, from 11 to 02 o'clock, within 8 inches of joint: YES

    395 ft. - Infiltration Dripper, from 11 to 02 o'clock, within 8 inches of joint: YES

  • Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock,  , within 8 inches of joint: YES

    465.3 ft. - Deposits Attached Encrustation, 5 %of cross sectional area, from 09 to 12 o'clock, , within 8 inches of joint: YES

Observations (18)

DistanceCodeObservation
761.4AMHC 349
8.5SRV
0AMHC 350
395ID
395DAE
465.3DAE
494.8ID
435.7SSS
385DAE
375DAE
689.7ID
761.1SRV
231.5SSS
8.5SAP
0MWL
0MWM
492ID
761.1SAP

Properties (7)

additional_info
RFIR
custom_field_three
REBAR IS PROJ. AGG. THROUGHOUT
custom_field_two
2
customer
LACSD
datetime
2019-07-03T08:54:50-07:00
documentation
OBREGON, BRAR, YOUNG, CASTILLO, IGNACIO, RUVALCABA
is_lateral_inspection
false