Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 18, 2020, 05:58 AM
  • 16 0537_16 0536_11172020_221025.mp4

Date
11/17/2020
W/O
854910
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00659
PipeID
P13588
Time
9:58 PM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
Pre-Cleaning
Not Known
Media Label
K8216
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
27 in.
Width
27 in.
Upstream MH
16 0537
Downstream MH
16 0536
Dir. of Survey
Downstream
Length Surveyed
255.6 ft.
Total Length
255.6 ft.
Structural Index
3
Structural Quick
3I2I
Structural Rating
250
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
Overall Rating
250
Pipe schematic from manhole 16 0537 to 16 0536
MH: 16 0537MH: 16 0536downstream0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 05370 ft. MGO - General Observation - CONNECTION AT MH, 3 O'CLOCK3.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start3.2 ft. MGO - General Observation - MAG COAT3.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start35 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"39.3 ft. TF - Tap Factory Made, at 11 o'clock, -, within 8 inches of joint: YES, 6"86.5 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"90.5 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"137 ft. TF - Tap Factory Made, at 01 o'clock, -, within 8 inches of joint: YES, 6"140.7 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"202.2 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"247.1 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 8"252.5 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish252.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish255.6 ft. AMH - Downstream Manhole, Survey Ends - 16 0536

Observation photos (4)

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

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

  • General Observation - MAG COAT

    3.2 ft. - General Observation - MAG COAT

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

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

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

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

Observations (18)

DistanceCodeObservation
3.2SAP
39.3TF
202.2TFC
86.5TFC
252.5SAP
255.6AMH16 0536
252.5SSS
0MWM
140.7TFC
90.5TFC
137TF
0MWL
247.1TBA
3.2MGOMAG COAT
0AMH16 0537
35TFC
0MGOCONNECTION AT MH, 3 O'CLOCK
3.2SSS

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2020-11-17T21:58:10-08:00
documentation
PRO PIPE
is_lateral_inspection
false