Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 29, 2016, 02:29 PM
  • H 0402_H 0401A_10292016_074156.mp4

Date
10/29/2016
W/O
0596980
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00177
PipeID
P22747
Time
7:29 AM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
G7261
Sewer Name
H JOINT OUTFALL H - UNIT 5A
City
INDUSTRY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
01
Purpose
Capital Improvement Program Assesment
Project
20161028AM_JOINT_OUTFALL_H_UNIT_5A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
60 in.
Upstream MH
H 0402
Downstream MH
H 0401A
Dir. of Survey
Downstream
Length Surveyed
29.2 ft.
Total Length
29.2 ft.
Structural Index
4
Structural Quick
5331
Structural Rating
20
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
4
Overall Quick
Overall Rating
24
Pipe schematic from manhole H 0402 to H 0401A
MH: H 0402MH: H 0401Adownstream0 ft. MWM - Water Mark, 50 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 7:42 AM0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK2 ft. SAV - Surface Aggregate Visible, from 08 to 04 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, Start2 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Start12.9 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Start19.6 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Finish23.7 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO24.9 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish24.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish24.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish26.3 ft. MGO - General Observation - ACTIVE CONN. INSIDE THE MH. @ 04 O'CLOCK27 ft. MGO - General Observation - CORRODED BEYOND REBAR THROUGHOUT THE REACH29.2 ft. AMH - Downstream Manhole, Survey Ends - 7:59 AM

Observation photos (4)

  • 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 Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Start

    12.9 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Finish

    19.6 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO, Finish

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

    23.7 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: NO

Observations (16)

DistanceCodeObservation
23.7SRC
2SAV
24.9SAV
29.2AMH7:59 AM
24.9SRV
12.9SRC
26.3MGOACTIVE CONN. INSIDE THE MH. @ 04 O'CLOCK
0MWM
0AMH7:42 AM
0MWL
0MGOACTIVE CONN. INSIDE THE MH. @ 09 O'CLOCK
19.6SRC
2SSS
24.9SSS
27MGOCORRODED BEYOND REBAR THROUGHOUT THE REACH
2SRV

Properties (7)

additional_info
RFIR INSPECTION ONLY
custom_field_three
BROKEN REBAR THROUGHOUT THE REACH
custom_field_two
1
customer
LACSD
datetime
2016-10-29T07:29:36-07:00
documentation
MIRANDA, SHADLER, BRAR
is_lateral_inspection
false