Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 20, 2017, 05:00 PM

  • H 0408_H 0407_11202017_110424.mp4

Date
11/20/2017
W/O
0673491
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00177
PipeID
P10842
Time
9:00 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7561
Sewer Name
H JOINT OUTFALL H - UNIT 5A
City
WHITTIER
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
33
Purpose
Routine Assessment
Project
20171120SHO_JOINT_OUTFALL_H_UNIT_5A
Material
Reinforced Concrete Pipe
Shape
Circular
Height
63 in.
Upstream MH
H 0408
Downstream MH
H 0407
Dir. of Survey
Downstream
Length Surveyed
684 ft.
Total Length
684 ft.
Structural Index
5
Structural Quick
5631
Structural Rating
33
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
5
Overall Quick
—
Overall Rating
33
Pipe schematic from manhole H 0408 to H 0407
MH: H 0408MH: H 0407downstream0 ft. AMH - Upstream Manhole, Survey Begins - 11000 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 25 %of cross sectional area3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start63.7 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"112.6 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO127 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO171 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES186 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO194.9 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO203.4 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO, Start359.1 ft. TFA - Tap Factory Made Active, at 10 o'clock, -, within 8 inches of joint: NO, 6"672.3 ft. MGP - General Photograph - VISIBLE REBAR683 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO, Finish683 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish684 ft. AMH - Downstream Manhole, Survey Ends - 1145

Observation photos (8)

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

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

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

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

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

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

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

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

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

    186 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO

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

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

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

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

  • General Photograph - VISIBLE REBAR

    672.3 ft. - General Photograph - VISIBLE REBAR

All inspections of P10842Work order 0673491

Observations (16)

DistanceCodeObservation
684AMH1145
359.1TFA—
0AMH1100
0MWM—
63.7TFA—
203.4SRV—
194.9SRV—
127SRV—
683SRV—
683SAP—
3SAP—
672.3MGPVISIBLE REBAR
171SRV—
186SRV—
112.6SRV—
0MWL—

Properties (4)

custom_field_three
REBAR THROUGHOUT
custom_field_two
2
customer
LACSD
datetime
2017-11-20T09:00:16-08:00