Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 20, 2017, 03:56 PM

  • H 0018_H 0017_3202017_101506.mp4

Date
03/20/2017
W/O
0626522
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00161
PipeID
P10468
Time
8:56 AM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0471
Sewer Name
H JOINT OUTFALL H - UNIT 1B
City
LONG BEACH
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
35
Purpose
Routine Assessment
Project
20170320AM_JOINT_OUTFALL_H_UNIT_1B
Material
Reinforced Concrete Pipe
Shape
Circular
Height
78 in.
Upstream MH
H 0018
Downstream MH
H 0017
Dir. of Survey
Downstream
Length Surveyed
728.1 ft.
Total Length
728.1 ft.
Structural Index
3
Structural Quick
5131
Structural Rating
10
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
10
Pipe schematic from manhole H 0018 to H 0017
MH: H 0018MH: H 0017downstream0 ft. MWL - Water Level, 20 %of cross sectional area - STAGNANT WATER0 ft. AMH - Upstream Manhole, Survey Begins - 10:13 AM2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start2 ft. SAV - Surface Aggregate Visible, from 10 to 02 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, Start91.6 ft. MGP - General Photograph - REBAR126.6 ft. MGP - General Photograph - SEV. EXP. AGG/REBAR139.2 ft. MGP - General Photograph - REBAR170.9 ft. MGP - General Photograph - SEV. EXP. AGG.197.8 ft. MGP - General Photograph - REBAR205.1 ft. MGP - General Photograph - REBAR251.4 ft. MGP - General Photograph - REBAR359.3 ft. MGP - General Photograph - REBAR361.9 ft. MGP - General Photograph - SEV. EXP. AGG.427.8 ft. MGP - General Photograph - REBAR439.7 ft. MGP - General Photograph - REBAR462.7 ft. MGP - General Photograph - REBAR515.7 ft. MGP - General Photograph - REBAR593.4 ft. MGP - General Photograph - REBAR644.8 ft. MGP - General Photograph - SEV. EXP. AGG.727.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish727.3 ft. SAV - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish727.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish728.1 ft. AMH - Downstream Manhole, Survey Ends - 11:22 AM

Observation photos (22)

  • Upstream Manhole, Survey Begins - 10:13 AM

    0 ft. - Upstream Manhole, Survey Begins - 10:13 AM

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start

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

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

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

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

  • General Photograph - REBAR

    91.6 ft. - General Photograph - REBAR

  • General Photograph - SEV. EXP. AGG/REBAR

    126.6 ft. - General Photograph - SEV. EXP. AGG/REBAR

  • General Photograph - REBAR

    139.2 ft. - General Photograph - REBAR

  • General Photograph - SEV. EXP. AGG.

    170.9 ft. - General Photograph - SEV. EXP. AGG.

  • General Photograph - REBAR

    197.8 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    205.1 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    251.4 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    359.3 ft. - General Photograph - REBAR

  • General Photograph - SEV. EXP. AGG.

    361.9 ft. - General Photograph - SEV. EXP. AGG.

  • General Photograph - REBAR

    427.8 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    439.7 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    462.7 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    515.7 ft. - General Photograph - REBAR

  • General Photograph - REBAR

    593.4 ft. - General Photograph - REBAR

  • General Photograph - SEV. EXP. AGG.

    644.8 ft. - General Photograph - SEV. EXP. AGG.

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

    727.3 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish

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

    727.3 ft. - Surface Aggregate Visible, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish

  • Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish

    727.3 ft. - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish

All inspections of P10468Work order 0626522

Observations (24)

DistanceCodeObservation
0MWLSTAGNANT WATER
126.6MGPSEV. EXP. AGG/REBAR
727.3SSS—
2SRV—
361.9MGPSEV. EXP. AGG.
197.8MGPREBAR
727.3SAV—
439.7MGPREBAR
139.2MGPREBAR
251.4MGPREBAR
170.9MGPSEV. EXP. AGG.
427.8MGPREBAR
593.4MGPREBAR
0AMH10:13 AM
91.6MGPREBAR
727.3SRV—
462.7MGPREBAR
205.1MGPREBAR
515.7MGPREBAR
2SAV—
728.1AMH11:22 AM
2SSS—
359.3MGPREBAR
644.8MGPSEV. EXP. AGG.

Properties (4)

custom_field_three
REBAR THROUGHOUT THE REACH
custom_field_two
2
customer
LACSD
datetime
2017-03-20T08:56:36-07:00