Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 12, 2017, 04:08 PM
Date
09/12/2017
W/O
0651725
Weather
Dry
Operator/Surveyor
SANTIAGO OBREGON
Sewer ID
Z00956
PipeID
P21182
Time
9:08 AM
Certificate
U-1014-06022541
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7511
Sewer Name
A JOA-1A SAN JOSE CREEK WRP INFLUENT SEWER
City
WHITTIER
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
01
Purpose
Capital Improvement Program Assesment
Project
20170912SHO_JOA1A_SJC_WRP_INFLUENT_SEWER
Material
Reinforced Concrete Pipe
Shape
Circular
Height
78 in.
Upstream MH
H 0405
Downstream MH
A 0930
Dir. of Survey
Downstream
Length Surveyed
596.7 ft.
Total Length
596.7 ft.
Structural Index
5
Structural Quick
5731
Structural Rating
38
O&M Index
4
O&M Quick
4100
O&M Rating
4
Overall Index
5
Overall Quick
—
Overall Rating
42
Pipe schematic from manhole H 0405 to A 0930
MH: H 0405MH: A 0930downstream0 ft. MWM - Water Mark, 55 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 09350 ft. MWL - Water Level, 40 %of cross sectional area18 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO30 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Start30 ft. MGO - General Observation - 30% MAG83.5 ft. SRV - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES96.6 ft. SRV - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES96.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"110.4 ft. SRV - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES176 ft. SRV - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO262.5 ft. TBB - Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"262.7 ft. SRV - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO266.1 ft. TBB - Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"291.5 ft. SRV - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO596.7 ft. SAP - Surface Aggregate Projecting, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish596.7 ft. AMH - Downstream Manhole, Survey Ends - 1015

Observation photos (10)

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

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

  • General Observation - 30% MAG

    30 ft. - General Observation - 30% MAG

  • Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES

    83.5 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES

    96.6 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES

    110.4 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: YES

  • Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO

    176 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO

  • Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"

    262.5 ft. - Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"

  • Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO

    262.7 ft. - Surface Reinforcement Visible, from 10 to 11 o'clock, within 8 inches of joint: NO

  • Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"

    266.1 ft. - Tap Break-In Abandoned, at 09 o'clock, -, within 8 inches of joint: NO, 20"

  • Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO

    291.5 ft. - Surface Reinforcement Visible, from 12 to 02 o'clock, within 8 inches of joint: NO

All inspections of P21182Work order 0651725

Observations (17)

DistanceCodeObservation
596.7SAP—
0MWM—
18SRV—
0AMH0935
96.6SRV—
110.4SRV—
291.5SRV—
83.5SRV—
30SAP—
262.5TBB—
0MWL—
176SRV—
262.7SRV—
96.7TFC—
596.7AMH1015
266.1TBB—
30MGO30% MAG

Properties (5)

additional_info
RFIR
custom_field_three
PROJECTING AGG. THROUGHOUT AND SOME VISIBLE REBAR
custom_field_two
2
customer
LACSD
datetime
2017-09-12T09:08:51-07:00