Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 17, 2019, 08:02 AM

  • B 1270_B 1269 _17072019_011410.mp4

Date
07/17/2019
W/O
771822
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z01126
PipeID
P25165
Time
1:02 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6635
Sewer Name
B JOINT OUTFALL B - UNIT 6J
City
PASADENA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
16
Purpose
Routine Assessment
Project
RFIR_WO_771822_TV16066_JUN2019
Sewer Type
Gravity
Material
Reinforced Concrete Pipe
Shape
Circular
Height
24 in.
Width
24 in.
Upstream MH
B 1270
Downstream MH
B 1269
Dir. of Survey
Downstream
Length Surveyed
354.2 ft.
Total Length
354.2 ft.
Structural Index
3
Structural Quick
413M
Structural Rating
357
O&M Index
2
O&M Quick
412M
O&M Rating
146
Overall Index
2
Overall Quick
—
Overall Rating
503
Pipe schematic from manhole B 1270 to B 1269
MH: B 1270MH: B 1269downstream0 ft. MWL - Water Level, 35 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - B 12700 ft. MWM - Water Mark, 50 %of cross sectional area2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start5.6 ft. FM - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES5.6 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR69.5 ft. FL - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES127.7 ft. RFJ - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR352 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish352 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish352 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Finish354.2 ft. AMH - Downstream Manhole, Survey Ends - B 1269

Observation photos (7)

  • Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

    2 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 03 to 09 o'clock, , within 8 inches of joint: YES, Start

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

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

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

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

  • Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

    5.6 ft. - Fracture Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR

    5.6 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YESR

  • Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES

    69.5 ft. - Fracture Longitudinal, at 10 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR

    127.7 ft. - Roots Fine Joint, from 03 to 04 o'clock, within 8 inches of joint: YESR

All inspections of P25165Work order 771822

Observations (14)

DistanceCodeObservation
2DAGS—
0MWL—
2SSS—
352SAP—
352SSS—
5.6FM—
2SAP—
0AMHB 1270
0MWM—
354.2AMHB 1269
5.6RFJ—
69.5FL—
352DAGS—
127.7RFJ—

Properties (6)

additional_info
SC378302
custom_field_two
2
customer
LACSD
datetime
2019-07-17T01:02:13-07:00
documentation
PRO PIPE
is_lateral_inspection
false