Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2020, 09:10 AM

  • 16 0542_16 0541_11172020_012135.mp4

Date
11/17/2020
W/O
854910
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00659
PipeID
P13593
Time
1:10 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8214
Sewer Name
LAMANDA PARK TRUNK
City
PASADENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
15
Purpose
Routine Assessment
Project
WO_854910_TV16078_OCT2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
16 0542
Downstream MH
16 0541
Dir. of Survey
Downstream
Length Surveyed
219.6 ft.
Total Length
219.6 ft.
Structural Index
3
Structural Quick
3H2H
Structural Rating
215
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
215
Pipe schematic from manhole 16 0542 to 16 0541
MH: 16 0542MH: 16 0541downstream0 ft. AMH - Upstream Manhole, Survey Begins - 16 05420 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH, 3 O'CLOCK2.5 ft. MGO - General Observation - MAG COAT2.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start23.1 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"27.1 ft. TB - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 8"74.9 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"129.6 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"177.3 ft. TBA - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"217.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish217.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish219.6 ft. AMH - Downstream Manhole, Survey Ends - 16 0541

Observation photos (7)

  • General Observation - MAG COAT

    2.5 ft. - General Observation - MAG COAT

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

    2.5 ft. - Surface Aggregate Projecting, 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

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

  • Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 8"

    27.1 ft. - Tap Break-In, at 12 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"

    74.9 ft. - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

    129.6 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"

  • Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"

    177.3 ft. - Tap Break-In Active, at 01 o'clock, -, within 8 inches of joint: YES, 8"

All inspections of P13593Work order 854910

Observations (15)

DistanceCodeObservation
0AMH16 0542
177.3TBA—
0MWL—
0MWM—
219.6AMH16 0541
217.3SSS—
74.9TBA—
2.5MGOMAG COAT
2.5SAP—
27.1TB—
2.5SSS—
217.3SAP—
0MGOCONNECTION AT MH, 3 O'CLOCK
129.6TB—
23.1TFC—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2020-11-17T01:10:16-08:00
documentation
PRO PIPE
is_lateral_inspection
false