Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 6, 2020, 11:28 AM

  • 16 0566_16 0565_1162020_033659.mp4

Date
11/06/2020
W/O
0854901
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00659
PipeID
P13617
Time
3:28 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1617
Sewer Name
16 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
20201105MDM_LAMANDA_PARK_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
22 in.
Upstream MH
16 0566
Downstream MH
16 0565
Dir. of Survey
Downstream
Length Surveyed
188.8 ft.
Total Length
188.8 ft.
Structural Index
3
Structural Quick
3422
Structural Rating
16
O&M Index
2
O&M Quick
2100
O&M Rating
2
Overall Index
3
Overall Quick
—
Overall Rating
18
Pipe schematic from manhole 16 0566 to 16 0565
MH: 16 0566MH: 16 0565downstream0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:35AM2 ft. MGO - General Observation - MAG COAT 99%2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING FLAKING CONCRETE UNDER MAG COAT2 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - DEEP BLISTERING PEELING CONCRETE UNDER MAG COAT10.7 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG11.1 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active27.1 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG UNDER MAG COAT31.2 ft. SAP - Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG31.2 ft. SAP - Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG68.7 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 6", 6" - Active73.3 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active88.8 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active108.9 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active135.6 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS SLUDGE146.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - ROCKS SLUDGE161.3 ft. TFA - Tap Factory Made Active, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active188.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING FLAKING CONCRETE188.3 ft. MGO - General Observation - MAG COAT 99%188.3 ft. SAP - Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG188.3 ft. SSS - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - DEEP BLISTERING PEELING CONCRETE188.3 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO, Finish - SEVERE AGG188.3 ft. SAP - Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG188.8 ft. AMH - Downstream Manhole, Survey Ends - 4:00AM

Observation photos (7)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING FLAKING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING FLAKING CONCRETE UNDER MAG COAT

  • Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - DEEP BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - DEEP BLISTERING PEELING CONCRETE UNDER MAG COAT

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG

    10.7 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG UNDER MAG COAT

    27.1 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO, Start - SEVERE AGG UNDER MAG COAT

  • Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    31.2 ft. - Surface Aggregate Projecting, from 04 to 05 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    31.2 ft. - Surface Aggregate Projecting, from 07 to 08 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS SLUDGE

    135.6 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS SLUDGE

All inspections of P13617Work order 0854901

Observations (25)

DistanceCodeObservation
135.6DSZROCKS SLUDGE
146.5DSZROCKS SLUDGE
188.3SSSBLISTERING FLAKING CONCRETE
188.8AMH4:00AM
188.3MGOMAG COAT 99%
161.3TFAActive
31.2SAPSEVERE AGG
27.1SAPSEVERE AGG UNDER MAG COAT
11.1TFActive
2MGOMAG COAT 99%
68.7TFAActive
108.9TFAActive
188.3SAPSEVERE AGG
0MWL—
31.2SAPSEVERE AGG
188.3SSSDEEP BLISTERING PEELING CONCRETE
88.8TFAActive
73.3TFActive
0MWM—
10.7SAPSEVERE AGG
188.3SAPSEVERE AGG
188.3SAPSEVERE AGG
2SSSBLISTERING FLAKING CONCRETE UNDER MAG COAT
0AMH3:35AM
2SSSDEEP BLISTERING PEELING CONCRETE UNDER MAG COAT

Properties (6)

custom_field_three
SEVERE AGG PROJECTING
custom_field_two
3
customer
LACSD
datetime
2020-11-06T03:28:26-08:00
documentation
MARTIN,OLIVER 111,CASTILLO,RUVALCABA
is_lateral_inspection
false