Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 17, 2019, 11:02 AM

  • 30 0245_30 0244_5172019_040956.mp4

Date
05/17/2019
W/O
0771071
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00884
PipeID
P17946
Time
4:02 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1215
Sewer Name
30 VIA CAMPESINA TRUNK
City
PALO VERDES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 30
Page No.
09
Purpose
Routine Assessment
Project
20190517MDM_VIA_CAMPESINA_TRUNK
Material
NRCP
Shape
Circular
Height
10 in.
Upstream MH
30 0245
Downstream MH
30 0244
Dir. of Survey
Downstream
Length Surveyed
214.8 ft.
Total Length
214.8 ft.
Structural Index
3
Structural Quick
4223
Structural Rating
14
O&M Index
1
O&M Quick
1300
O&M Rating
3
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 30 0245 to 30 0244
MH: 30 0245MH: 30 0244downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 4:10AM0 ft. MWL - Water Level, 5 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG5.8 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG7 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, - PEELING CONCRETE SEVERE AGG ATTACHED29.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped61.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped62.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open65.4 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped96 ft. RFJ - Roots Fine Joint, from 02 to 03 o'clock, within 8 inches of joint: YESR - 1%98.9 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR - 2%98.9 ft. SSS - Surface Spalling, from 02 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED112.2 ft. RFJ - Roots Fine Joint, from 03 to 06 o'clock, within 8 inches of joint: YESR - 2%130.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED133.3 ft. MGP - General Photograph - PELING CONCRETE SEVERE AGG ATTACHED145.7 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Capped157.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped212.5 ft. MGO - General Observation - SEVERE CORRISON SHELF 9:00214.5 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG214.5 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. OPEN214.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE SEVERE AGG ATTACHED214.8 ft. AMH - Downstream Manhole, Survey Ends - 4:40AM

Observation photos (7)

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    5.8 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, - PEELING CONCRETE SEVERE AGG ATTACHED

    7 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Spalling, from 02 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

    98.9 ft. - Surface Spalling, from 02 to 03 o'clock, within 8 inches of joint: NO - PEELING CONCRETE SEVERE AGG ATTACHED

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED

    130.4 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED

  • General Photograph - PELING CONCRETE SEVERE AGG ATTACHED

    133.3 ft. - General Photograph - PELING CONCRETE SEVERE AGG ATTACHED

  • General Observation - SEVERE CORRISON SHELF 9:00

    212.5 ft. - General Observation - SEVERE CORRISON SHELF 9:00

All inspections of P17946Work order 0771071

Observations (23)

DistanceCodeObservation
0MWM—
62.5TFOpen
133.3MGPPELING CONCRETE SEVERE AGG ATTACHED
7SSSPEELING CONCRETE SEVERE AGG ATTACHED
214.5SAMSEVERE AGG
0AMH4:10AM
145.7TFCCapped
98.9RFJ2%
157.6TFCCapped
212.5MGOSEVERE CORRISON SHELF 9:00
65.4TFCCapped
5.8SAMSEVERE AGG
61.5TFCCapped
96RFJ1%
130.4SSSPEELING CONCRETE SEVERE AGG ATTACHED
112.2RFJ2%
2SAMSEVERE AGG
214.5MGOConn. @ Mh, 9 O' Clock. OPEN
0MWL—
214.5SSSPEELING CONCRETE SEVERE AGG ATTACHED
214.8AMH4:40AM
29.4TFCCapped
98.9SSSPEELING CONCRETE SEVERE AGG ATTACHED

Properties (6)

custom_field_three
PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
2
customer
LACSD
datetime
2019-05-17T04:02:11-07:00
documentation
MARTIN,REVELES,OLIVER 111
is_lateral_inspection
false