Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2020, 08:08 AM

  • 16 0737_16 0579_11172020_001741.mp4

Date
11/17/2020
W/O
854910
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00659
PipeID
P13631
Time
12:08 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.
11
Purpose
Routine Assessment
Project
WO_854910_TV16078_OCT2020
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
22 in.
Width
22 in.
Upstream MH
16 0579
Downstream MH
16 0737
Dir. of Survey
Upstream
Length Surveyed
178.1 ft.
Total Length
178.1 ft.
Structural Index
3
Structural Quick
3F2F
Structural Rating
175
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
175
Pipe schematic from manhole 16 0579 to 16 0737
MH: 16 0579MH: 16 0737upstream0 ft. AMH - Upstream Manhole, Survey Ends - 16 07371.6 ft. MGO - General Observation - STOP lOG IN U/S MH1.6 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish1.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish51.5 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 8"102.5 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 8"155.6 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"167 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"167 ft. MGO - General Observation - MAG COAT171 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: NO, 8"176.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start176.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start178.1 ft. MWL - Water Level, 5 %of cross sectional area178.1 ft. MWM - Water Mark, 20 %of cross sectional area178.1 ft. AMH - Downstream Manhole, Survey Begins - 16 0579

Observation photos (5)

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

    2 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 ft. - Surface Spalling, 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, 8"

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

  • Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

    11.1 ft. - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 8"

  • General Observation - MAG COAT

    11.1 ft. - General Observation - MAG COAT

All inspections of P13631Work order 854910

Observations (15)

DistanceCodeObservation
0MWL—
2SAP—
126.6TF—
75.6TF—
176.5MGOSTOP lOG IN U/S MH
176.5SSS—
2SSS—
11.1TB—
7.1TB—
178.1AMH16 0737
11.1MGOMAG COAT
0MWM—
0AMH16 0579
176.5SAP—
22.5TFC—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2020-11-17T00:08:45-08:00
documentation
PRO PIPE
is_lateral_inspection
false