Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 23, 2019, 07:50 AM

  • Section#1_30 0243_30 0242__5232019__I0148.mp4

Date
05/23/2019
W/O
0771073
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00884
PipeID
P17944
Time
12:50 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0148
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
20190523MDM_VIA_CAMPESINA_TRUNK
Material
NRCP
Shape
Circular
Height
10 in.
Upstream MH
30 0243
Downstream MH
30 0242
Dir. of Survey
Downstream
Length Surveyed
222.7 ft.
Total Length
222.7 ft.
Structural Index
3
Structural Quick
4H2F
Structural Rating
246
O&M Index
3
O&M Quick
3A21
O&M Rating
41
Overall Index
3
Overall Quick
—
Overall Rating
287
Pipe schematic from manhole 30 0243 to 30 0242
MH: 30 0243MH: 30 0242downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:55AM0 ft. MWL - Water Level, 5 %of cross sectional area0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8 ft. RFJ - Roots Fine Joint, from 07 to 08 o'clock, within 8 inches of joint: YESR - 1%13.2 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR - 1%25.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB35.7 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 5 %, within 8 inches of joint: YESR49.4 ft. TFD - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 6", 99" - ACTIVE 99% ROOTS49.4 ft. RML - Roots Medium Lateral, from 09 to 11 o'clock, 10 %, within 8 inches of joint: YES53.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE SEVERE AGG ATTACHED71.6 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB84.4 ft. SSS - Surface Spalling, from 12 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE SEVERE AGG ATTACHED89 ft. RMJ - Roots Medium Joint, from 09 to 05 o'clock, 25 %, within 8 inches of joint: YESR101.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE107.7 ft. RMJ - Roots Medium Joint, from 06 to 05 o'clock, 50 %, within 8 inches of joint: YESR111.7 ft. RMJ - Roots Medium Joint, from 09 to 05 o'clock, 20 %, within 8 inches of joint: YESR133.8 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 25 %, within 8 inches of joint: YESR137.8 ft. RMJ - Roots Medium Joint, from 09 to 05 o'clock, 5 %, within 8 inches of joint: YESR161.8 ft. RMJ - Roots Medium Joint, from 08 to 05 o'clock, 10 %, within 8 inches of joint: YESR169.7 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 20 %, within 8 inches of joint: YESR194.5 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - OPEN201.2 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 10 %, within 8 inches of joint: YESR213.1 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 20 %, within 8 inches of joint: YESR216.7 ft. RMJ - Roots Medium Joint, from 07 to 05 o'clock, 25 %, within 8 inches of joint: YESR222.3 ft. RFJ - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR - THROUGHOUT REACH222.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEEPEELING CONCRETE SEVERE AGG ATTACHED222.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG222.7 ft. AMH - Downstream Manhole, Survey Ends - 1:35AM

Observation photos (10)

  • 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

  • Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 6", 99" - ACTIVE 99% ROOTS

    49.4 ft. - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 6", 99" - ACTIVE 99% ROOTS

  • Roots Medium Lateral, from 09 to 11 o'clock, 10 %, within 8 inches of joint: YES

    49.4 ft. - Roots Medium Lateral, from 09 to 11 o'clock, 10 %, within 8 inches of joint: YES

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

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

  • Roots Medium Joint, from 09 to 05 o'clock, 25 %, within 8 inches of joint: YESR

    89 ft. - Roots Medium Joint, from 09 to 05 o'clock, 25 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 06 to 05 o'clock, 50 %, within 8 inches of joint: YESR

    107.7 ft. - Roots Medium Joint, from 06 to 05 o'clock, 50 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 09 to 05 o'clock, 20 %, within 8 inches of joint: YESR

    111.7 ft. - Roots Medium Joint, from 09 to 05 o'clock, 20 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 25 %, within 8 inches of joint: YESR

    133.8 ft. - Roots Medium Joint, from 07 to 05 o'clock, 25 %, within 8 inches of joint: YESR

  • Roots Medium Joint, from 07 to 05 o'clock, 25 %, within 8 inches of joint: YESR

    216.7 ft. - Roots Medium Joint, from 07 to 05 o'clock, 25 %, within 8 inches of joint: YESR

  • Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR - THROUGHOUT REACH

    222.3 ft. - Roots Fine Joint, from 07 to 05 o'clock, within 8 inches of joint: YESR - THROUGHOUT REACH

All inspections of P17944Work order 0771073

Observations (29)

DistanceCodeObservation
25.8TFCSTUB
84.4SSSPEELING CONCRETE SEVERE AGG ATTACHED
222.3RFJTHROUGHOUT REACH
216.7RMJ—
101.7TFACTIVE
133.8RMJ—
161.8RMJ—
201.2RMJ—
111.7RMJ—
71.6TFCSTUB
2SAMSEVERE AGG
169.7RMJ—
0AMH12:55AM
49.4TFDACTIVE 99% ROOTS
222.3SSSBLISTERING PEEPEELING CONCRETE SEVERE AGG ATTACHED
13.2RFJ1%
222.3SAMSEVERE AGG
0MWL—
49.4RML—
89RMJ—
107.7RMJ—
213.1RMJ—
222.7AMH1:35AM
0MWM—
8RFJ1%
35.7RMJ—
53.1SSSPEELING CONCRETE SEVERE AGG ATTACHED
137.8RMJ—
194.5TFOPEN

Properties (6)

custom_field_three
BLISTERING PEELING CONCRETE SEVERE AGG ATTACHED
custom_field_two
2
customer
LACSD
datetime
2019-05-23T00:50:00-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false