Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2020, 08:57 AM

  • 16 0543_16 0542_11172020_010922.mp4

Date
11/17/2020
W/O
854910
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00659
PipeID
P13594
Time
12:57 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 0543
Downstream MH
16 0542
Dir. of Survey
Downstream
Length Surveyed
217.1 ft.
Total Length
217.1 ft.
Structural Index
3
Structural Quick
3G2E
Structural Rating
186
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
186
Pipe schematic from manhole 16 0543 to 16 0542
MH: 16 0543MH: 16 0542downstream0 ft. AMH - Upstream Manhole, Survey Begins - 16 05430 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MGO - General Observation - CONNECTION AT MH, 3 O'CLOCK2 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start2 ft. MGO - General Observation - MAG COAT64.3 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 8"64.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start114.8 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"158.2 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 8"166.1 ft. TFC - Tap Factory Made Capped, at 01 o'clock, -, within 8 inches of joint: YES, 6"170.2 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 8"214.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish214.3 ft. SAP - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Finish217.1 ft. AMH - Downstream Manhole, Survey Ends - 16 0542217.1 ft. MGO - General Observation - CONNECTION AT MH, 3 O'CLOCK

Observation photos (5)

  • Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

    2 ft. - Surface Aggregate Projecting, from 07 to 05 o'clock, within 8 inches of joint: YES, Start

  • General Observation - MAG COAT

    2 ft. - General Observation - MAG COAT

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

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

  • Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 8"

    158.2 ft. - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 8"

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

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

All inspections of P13594Work order 854910

Observations (16)

DistanceCodeObservation
64.3TFC—
2SAP—
166.1TFC—
64.3SSS—
114.8TFC—
0AMH16 0543
0MWL—
158.2TB—
2MGOMAG COAT
217.1AMH16 0542
214.3SSS—
0MWM—
214.3SAP—
170.2TB—
0MGOCONNECTION AT MH, 3 O'CLOCK
217.1MGOCONNECTION AT MH, 3 O'CLOCK

Properties (6)

custom_field_three
AGGREGATE PROJECTING, SPALLING
custom_field_two
3
customer
1
datetime
2020-11-17T00:57:47-08:00
documentation
PRO PIPE
is_lateral_inspection
false