Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2020, 10:16 AM

  • 16 0545_16 0544_11172020_022741.mp4

Date
11/17/2020
W/O
854910
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00659
PipeID
P13596
Time
2:16 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
27 in.
Width
27 in.
Upstream MH
16 0544
Downstream MH
16 0545
Dir. of Survey
Upstream
Length Surveyed
186.9 ft.
Total Length
186.9 ft.
Structural Index
3
Structural Quick
3F2F
Structural Rating
185
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
185
Pipe schematic from manhole 16 0544 to 16 0545
MH: 16 0544MH: 16 0545upstream0 ft. MGO - General Observation - CONNECTION AT MH, 3 O'CLOCK0 ft. AMH - Upstream Manhole, Survey Ends - 16 05450.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish51.9 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"94.3 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 8"98.2 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"150 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 8"184.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start184.9 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start184.9 ft. MGO - General Observation - MAG COAT186.9 ft. AMH - Downstream Manhole, Survey Begins - 16 0544186.9 ft. MGO - General Observation - CONNECTION AT MH, 9 O'CLOCK186.9 ft. MWL - Water Level, 10 %of cross sectional area186.9 ft. MWM - Water Mark, 35 %of cross sectional area

Observation photos (5)

  • 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

  • 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

  • General Observation - MAG COAT

    2 ft. - General Observation - MAG COAT

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

    88.7 ft. - Tap Break-In, 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"

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

All inspections of P13596Work order 854910

Observations (15)

DistanceCodeObservation
2SSS—
0AMH16 0544
0MGOCONNECTION AT MH, 9 O'CLOCK
0MWL—
0MWM—
92.6TFC—
186.9MGOCONNECTION AT MH, 3 O'CLOCK
135TB—
2SAP—
186.8SSS—
186.8SAP—
88.7TB—
186.9AMH16 0545
2MGOMAG COAT
36.9TFC—

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2020-11-17T02:16:32-08:00
documentation
PRO PIPE
is_lateral_inspection
false