Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 22, 2022, 08:54 AM

  • 19 0226_19 0225_08222022_022240.mp4

Date
08/22/2022
W/O
966788
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00729
PipeID
P15195
Time
1:54 AM
Certificate
U-508-7069
System Owner
1
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K10289
Sewer Name
19 WEST ARTESIA TRUNK
City
CERRITOS
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 19
Page No.
04
Purpose
Routine Assessment
Project
RFIR_WO_966788_TV19081_AUG2022
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Width
18 in.
Upstream MH
19 0225
Downstream MH
19 0226
Dir. of Survey
Upstream
Length Surveyed
329.5 ft.
Total Length
329.5 ft.
Structural Index
4
Structural Quick
5332
Structural Rating
23
O&M Index
2
O&M Quick
2600
O&M Rating
12
Overall Index
3
Overall Quick
—
Overall Rating
35
Pipe schematic from manhole 19 0225 to 19 0226
MH: 19 0225MH: 19 0226upstream0 ft. AMH - Upstream Manhole, Survey Ends - 19 02266 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish6 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Finish6.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish6.4 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES74.8 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"76.4 ft. SRV - Surface Reinforcement Visible, from 09 to 03 o'clock, within 8 inches of joint: NO, Start135 ft. SRV - Surface Reinforcement Visible, from 11 to 01 o'clock, within 8 inches of joint: NO147 ft. TBI - Tap Break-In Intruding, at 10 o'clock, -, -, within 8 inches of joint: NO, 6", 1" - Tap Break-In Protruding approximately 2"148.2 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Tap Break-In Defective203.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start203.7 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish206.7 ft. SRV - Surface Reinforcement Visible, from 11 to 03 o'clock, within 8 inches of joint: YES226.3 ft. TBC - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"298.8 ft. TBI - Tap Break-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: NO, 6", 1"299.7 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 05 o'clock, , within 8 inches of joint: YES319.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start327.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start329.5 ft. MWL - Water Level, 5 %of cross sectional area329.5 ft. AMH - Downstream Manhole, Survey Begins - 19 0225329.5 ft. MWM - Water Mark, 15 %of cross sectional area

Observation photos (13)

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

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

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

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

  • Deposits Attached Grease, 10 %of cross sectional area, from 04 to 05 o'clock, , within 8 inches of joint: YES

    29.8 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 05 o'clock, , within 8 inches of joint: YES

  • Tap Break-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: NO, 6", 1"

    30.7 ft. - Tap Break-In Intruding, at 12 o'clock, -, -, within 8 inches of joint: NO, 6", 1"

  • Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    103.2 ft. - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Surface Reinforcement Visible, from 11 to 03 o'clock, within 8 inches of joint: YES

    122.8 ft. - Surface Reinforcement Visible, from 11 to 03 o'clock, within 8 inches of joint: YES

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

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

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Tap Break-In Defective

    181.3 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 6" - Tap Break-In Defective

  • Tap Break-In Intruding, at 10 o'clock, -, -, within 8 inches of joint: NO, 6", 1" - Tap Break-In Protruding approximately 2"

    182.5 ft. - Tap Break-In Intruding, at 10 o'clock, -, -, within 8 inches of joint: NO, 6", 1" - Tap Break-In Protruding approximately 2"

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

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

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

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

  • Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    254.7 ft. - Tap Break-In Capped, at 12 o'clock, -, within 8 inches of joint: NO, 6"

  • Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES

    323.1 ft. - Deposits Attached Grease, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES

All inspections of P15195Work order 966788

Observations (21)

DistanceCodeObservation
125.8SAP—
0MWL—
29.8DAGS—
2.1SAV—
182.5TBITap Break-In Protruding approximately 2"
323.5SAP—
323.1DAGS—
0AMH19 0225
323.5SRV—
329.5AMH19 0226
323.4SSS—
254.7TBC—
9.6SSS—
181.3TBTap Break-In Defective
194.5SRV—
125.8SAV—
253.1SRV—
103.2TBC—
0MWM—
122.8SRV—
30.7TBI—

Properties (7)

additional_info
630074082222001
custom_field_three
AGGREGATE PROJECTING/REINFORCEMENT VISIBLE
custom_field_two
2
customer
1
datetime
2022-08-22T01:54:16-07:00
documentation
PROPIPE
is_lateral_inspection
false