Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 5, 2016, 03:38 PM

  • 19 0091_19 0090_752016_092320.mp4

Date
07/05/2016
W/O
0574205
Weather
Dry
Operator/Surveyor
MIRANDA
Sewer ID
Z00722
PipeID
P15283
Time
8:38 AM
Certificate
U-1014-06022542
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
G7170
Sewer Name
19 EAST ARTESIA TRUNK, SECTS 1,2,3,&5
City
LAKEWOOD
Loc. details
Other
Location Code
Z
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
07
Purpose
Capital Improvement Program Assesment
Project
20160705AM_EAST_ARTESIA_TRUNK_SECTS_1_2_3_5
Material
Reinforced Concrete Pipe
Shape
Circular
Height
21 in.
Upstream MH
19 0090
Downstream MH
19 0091
Dir. of Survey
Upstream
Length Surveyed
171.3 ft.
Total Length
171.3 ft.
Structural Index
4
Structural Quick
5631
Structural Rating
35
O&M Index
5
O&M Quick
5100
O&M Rating
5
Overall Index
4
Overall Quick
—
Overall Rating
40
Pipe schematic from manhole 19 0090 to 19 0091
MH: 19 0090MH: 19 0091upstream0 ft. AMH - Upstream Manhole, Survey Ends - 10:01 AM1.1 ft. MGO - General Observation - ROACHES INSIDE THE MH.1.4 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish1.4 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish7.6 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish9.9 ft. SRV - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Change12 ft. SRV - Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: NO, Start32.7 ft. MWL - Water Level, 80 %of cross sectional area42.2 ft. MWL - Water Level, 70 %of cross sectional area45.4 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO48.9 ft. MWL - Water Level, 65 %of cross sectional area75.3 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish77.1 ft. MGO - General Observation - REBAR77.1 ft. MWL - Water Level, 50 %of cross sectional area82.6 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO, Start96.6 ft. MWL - Water Level, 55 %of cross sectional area99.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO, Finish102.5 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO, Start103.2 ft. SRV - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO132.3 ft. MGO - General Observation - PEELING/FLAKING169.3 ft. SSS - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start169.3 ft. SAV - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start171.3 ft. MWM - Water Mark, 80 %of cross sectional area171.3 ft. MWL - Water Level, 70 %of cross sectional area171.3 ft. MGO - General Observation - ROACHES INSIDE THE MH.171.3 ft. AMH - Downstream Manhole, Survey Begins - 9:23 AM

Observation photos (18)

  • Water Mark, 80 %of cross sectional area

    0 ft. - Water Mark, 80 %of cross sectional area

  • Water Level, 70 %of cross sectional area

    0 ft. - Water Level, 70 %of cross sectional area

  • Downstream Manhole, Survey Begins - 9:23 AM

    0 ft. - Downstream Manhole, Survey Begins - 9:23 AM

  • Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2 ft. - Surface Spalling, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

    2 ft. - Surface Aggregate Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start

  • General Observation - PEELING/FLAKING

    39 ft. - General Observation - PEELING/FLAKING

  • Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO

    68.1 ft. - Surface Reinforcement Visible, from 01 to 02 o'clock, within 8 inches of joint: NO

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

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

  • Water Level, 55 %of cross sectional area

    74.7 ft. - Water Level, 55 %of cross sectional area

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

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

  • General Observation - REBAR

    94.2 ft. - General Observation - REBAR

  • Water Level, 50 %of cross sectional area

    94.2 ft. - Water Level, 50 %of cross sectional area

  • Water Level, 65 %of cross sectional area

    122.4 ft. - Water Level, 65 %of cross sectional area

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

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

  • Water Level, 70 %of cross sectional area

    129.1 ft. - Water Level, 70 %of cross sectional area

  • Water Level, 80 %of cross sectional area

    138.6 ft. - Water Level, 80 %of cross sectional area

  • Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: NO, Start

    159.3 ft. - Surface Reinforcement Visible, from 10 to 12 o'clock, within 8 inches of joint: NO, Start

  • Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Change

    161.4 ft. - Surface Reinforcement Visible, from 10 to 02 o'clock, within 8 inches of joint: NO, Change

All inspections of P15283Work order 0574205

Observations (26)

DistanceCodeObservation
159.3SRV—
138.6MWL—
96SRV—
125.9SRV—
74.7MWL—
0MWM—
2SSS—
68.1SRV—
169.9SSS—
0MWL—
68.8SRV—
94.2MGOREBAR
163.7SRV—
88.7SRV—
169.9SAV—
171.3AMH10:01 AM
0MGOROACHES INSIDE THE MH.
0AMH9:23 AM
39MGOPEELING/FLAKING
122.4MWL—
161.4SRV—
71.8SRV—
170.2MGOROACHES INSIDE THE MH.
2SAV—
129.1MWL—
94.2MWL—

Properties (5)

additional_info
RFIR INSPECTION
custom_field_three
REBAR
custom_field_two
2
customer
LACSD
datetime
2016-07-05T08:38:50-07:00