Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 15, 2016, 08:03 AM

  • B 1276_B 1275_7152016_042023.mp4

Date
07/15/2016
W/O
0574359
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z01126
PipeID
P25171
Time
1:03 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0187
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
20160715MDM_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
200.9 ft.
Total Length
200.9 ft.
Structural Index
3
Structural Quick
3200
Structural Rating
6
O&M Index
2
O&M Quick
3222
O&M Rating
11
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole B 1276 to B 1275
MH: B 1276MH: B 1275downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. MGO - General Observation - MAG COAT 100% 8:00 TO 4:000 ft. AMH - Upstream Manhole, Survey Begins - 4:15AM2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT SPORATIC101.1 ft. RMJ - Roots Medium Joint, from 03 to 06 o'clock, 20 %, within 8 inches of joint: YESR102.7 ft. SAP - Surface Aggregate Projecting, from 12 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG111.8 ft. MWM - Water Mark, 40 %of cross sectional area118 ft. DSGV - Deposits Settled Gravel, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Start123.9 ft. RMJ - Roots Medium Joint, from 07 to 09 o'clock, 10 %, within 8 inches of joint: YESR128.1 ft. RFJ - Roots Fine Joint, from 08 to 10 o'clock, within 8 inches of joint: YESR - 4%132 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCKS150.2 ft. DSGV - Deposits Settled Gravel, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO, Finish150.3 ft. MWM - Water Mark, 20 %of cross sectional area200.6 ft. MGO - General Observation - MAG COAT 100% FINISH200.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG UNDER MAG COAT SPORATIC200.9 ft. AMH - Downstream Manhole, Survey Ends - 4:35AM

Observation photos (6)

  • General Observation - MAG COAT 100% 8:00 TO 4:00

    0 ft. - General Observation - MAG COAT 100% 8:00 TO 4:00

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG UNDER MAG COAT SPORATIC

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

  • Roots Medium Joint, from 03 to 06 o'clock, 20 %, within 8 inches of joint: YESR

    101.1 ft. - Roots Medium Joint, from 03 to 06 o'clock, 20 %, within 8 inches of joint: YESR

  • Surface Aggregate Projecting, from 12 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

    102.7 ft. - Surface Aggregate Projecting, from 12 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Roots Medium Joint, from 07 to 09 o'clock, 10 %, within 8 inches of joint: YESR

    123.9 ft. - Roots Medium Joint, from 07 to 09 o'clock, 10 %, within 8 inches of joint: YESR

  • Water Mark, 20 %of cross sectional area

    150.3 ft. - Water Mark, 20 %of cross sectional area

All inspections of P25171Work order 0574359

Observations (17)

DistanceCodeObservation
200.6MGOMAG COAT 100% FINISH
128.1RFJ4%
200.9AMH4:35AM
118DSGV—
150.3MWM—
132DSZROCKS
102.7SAPSEVERE AGG
200.6SAPSEVERE AGG UNDER MAG COAT SPORATIC
123.9RMJ—
0MWL—
0MWM—
2SAPSEVERE AGG UNDER MAG COAT SPORATIC
101.1RMJ—
0MGOMAG COAT 100% 8:00 TO 4:00
0AMH4:15AM
150.2DSGV—
111.8MWM—

Properties (4)

custom_field_three
SEVERE AGG - 100% MAG COAT
custom_field_two
3
customer
LACSD
datetime
2016-07-15T01:03:59-07:00