Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 30, 2019, 10:10 AM

  • B 1276_B 1275_5302019_031705.mp4

Date
05/30/2019
W/O
0771915
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01126
PipeID
P25171
Time
3:10 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H1219
Sewer Name
B JOINT OUTFALL B - UNIT 6J
City
PASADENA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
12
Purpose
Capital Improvement Program Assesment
Project
201905MDM_JOINT_OUTFALL_B_UNIT_6J
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Upstream MH
B 1276
Downstream MH
B 1275
Dir. of Survey
Downstream
Length Surveyed
199.7 ft.
Total Length
199.7 ft.
Structural Index
4
Structural Quick
4231
Structural Rating
11
O&M Index
3
O&M Quick
3321
O&M Rating
11
Overall Index
3
Overall Quick
—
Overall Rating
22
Pipe schematic from manhole B 1276 to B 1275
MH: B 1276MH: B 1275downstream0 ft. MWM - Water Mark, 40 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 3:10AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG2 ft. MGO - General Observation - 90% MAG COAT START43.1 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG65 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVEWRE AGG102.1 ft. RMJ - Roots Medium Joint, from 03 to 05 o'clock, 20 %, within 8 inches of joint: YESR112.2 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS DEBRIE123.7 ft. RMJ - Roots Medium Joint, from 07 to 10 o'clock, 20 %, within 8 inches of joint: YESR125.9 ft. DSZ - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - ROCKS DEBRIE135.9 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - ROCKS199.3 ft. SAM - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG199.3 ft. MGO - General Observation - 90% MAG COAT FINISH199.7 ft. AMH - Downstream Manhole, Survey Ends - 3:35AM

Observation photos (7)

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • General Observation - 90% MAG COAT START

    2 ft. - General Observation - 90% MAG COAT START

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG

    43.1 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVEWRE AGG

    65 ft. - Surface Aggregate Missing, from 09 to 03 o'clock, within 8 inches of joint: NO - SEVEWRE AGG

  • Roots Medium Joint, from 03 to 05 o'clock, 20 %, within 8 inches of joint: YESR

    102.1 ft. - Roots Medium Joint, from 03 to 05 o'clock, 20 %, within 8 inches of joint: YESR

  • Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS DEBRIE

    112.2 ft. - Deposits Settled Other, 15 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS DEBRIE

  • Roots Medium Joint, from 07 to 10 o'clock, 20 %, within 8 inches of joint: YESR

    123.7 ft. - Roots Medium Joint, from 07 to 10 o'clock, 20 %, within 8 inches of joint: YESR

All inspections of P25171Work order 0771915

Observations (15)

DistanceCodeObservation
43.1SAVSEVERE AGG
112.2DSZROCKS DEBRIE
2SAMSEVERE AGG
2MGO90% MAG COAT START
125.9DSZROCKS DEBRIE
199.3SAMSEVERE AGG
199.3MGO90% MAG COAT FINISH
0MWM—
102.1RMJ—
123.7RMJ—
199.7AMH3:35AM
0AMH3:10AM
135.9DSZROCKS
65SAMSEVEWRE AGG
0MWL—

Properties (6)

custom_field_three
SEVERE AGG MISSING-90% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2019-05-30T03:10:00-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false