Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 31, 2016, 07:55 AM

  • 21 0664_21 0663_5312016_012658.mp4

Date
05/31/2016
W/O
0563434
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00766
PipeID
P15814
Time
12:55 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0144
Sewer Name
21 FIRST STREET TRUNK, SECTS 1&2
City
POMONA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 21
Page No.
14
Purpose
Capital Improvement Program Assesment
Project
20160531MDM_FRIST_STREET_TRUNK_SECTS_1_2
Material
Vitrified Clay Pipe
Shape
Circular
Height
16 in.
Upstream MH
21 0663
Downstream MH
21 0664
Dir. of Survey
Upstream
Length Surveyed
616.8 ft.
Total Length
616.8 ft.
Structural Index
2
Structural Quick
3B2B
Structural Rating
71
O&M Index
2
O&M Quick
3513
O&M Rating
18
Overall Index
2
Overall Quick
—
Overall Rating
89
Pipe schematic from manhole 21 0663 to 21 0664
MH: 21 0663MH: 21 0664upstream0 ft. AMH - Upstream Manhole, Survey Ends - 2:05AM4.9 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - SLIGHT7.2 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H30.5 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - SLIGHT50.5 ft. FC - Fracture Circumferential, from 07 to 09 o'clock, within 8 inches of joint: YES - H53.2 ft. FC - Fracture Circumferential, from 11 to 03 o'clock, within 8 inches of joint: YES - H56 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H56 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H66.6 ft. FC - Fracture Circumferential, from 01 to 02 o'clock, within 8 inches of joint: YES - H74.3 ft. FC - Fracture Circumferential, from 01 to 04 o'clock, within 8 inches of joint: YES - H87.1 ft. CL - Crack Longitudinal, at 03 o'clock, within 8 inches of joint: YES105.1 ft. FC - Fracture Circumferential, from 02 to 04 o'clock, within 8 inches of joint: YES - H113.2 ft. FC - Fracture Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES - H141.4 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - SLIGHT154.1 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - H210 ft. CL - Crack Longitudinal, at 04 o'clock, within 8 inches of joint: YES238.2 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - SLIGHT240.9 ft. FC - Fracture Circumferential, from 03 to 04 o'clock, within 8 inches of joint: YES - H240.9 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H261.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish - 3%261.5 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H287.4 ft. RPP - Repair Patch, from 12 to 02 o'clock, within 8 inches of joint: YES - IN PLACE287.4 ft. RPP - Repair Patch, from 12 to 02 o'clock, within 8 inches of joint: YES - IN PLACE307.8 ft. RMJ - Roots Medium Joint, from 07 to 08 o'clock, 5 %, within 8 inches of joint: YESR325.7 ft. FC - Fracture Circumferential, from 08 to 10 o'clock, within 8 inches of joint: YES - H338.3 ft. FL - Fracture Longitudinal, at 09 o'clock, within 8 inches of joint: YES - H346.7 ft. TB - Tap Break-In, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open346.7 ft. RMC - Roots Medium Connection, from 08 to 10 o'clock, 5 %, within 8 inches of joint: YES348.7 ft. FC - Fracture Circumferential, from 02 to 03 o'clock, within 8 inches of joint: YES - H353.9 ft. FC - Fracture Circumferential, from 08 to 09 o'clock, within 8 inches of joint: YES - HAIRLINE356.9 ft. FC - Fracture Circumferential, from 08 to 11 o'clock, within 8 inches of joint: YES - SLIGHT415.3 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start - 3%444.3 ft. RMJ - Roots Medium Joint, from 05 to 08 o'clock, 5 %, within 8 inches of joint: YESR451.3 ft. RMJ - Roots Medium Joint, from 07 to 08 o'clock, 5 %, within 8 inches of joint: YESR464.6 ft. RPP - Repair Patch, from 11 to 01 o'clock, within 8 inches of joint: YES - IN PLACE464.6 ft. RPP - Repair Patch, from 11 to 01 o'clock, within 8 inches of joint: YES - IN PLACE472.8 ft. RMJ - Roots Medium Joint, from 06 to 12 o'clock, 15 %, within 8 inches of joint: YESR482.5 ft. RFJ - Roots Fine Joint, from 07 to 08 o'clock, within 8 inches of joint: YESR - 5%490 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR - 5%548 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish - SLIGHT581.4 ft. MWL - Water Level, 5 %of cross sectional area581.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT581.4 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish - H591.1 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - HAIRLINE591.1 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Finish - SLIGHT606.8 ft. FC - Fracture Circumferential, from 11 to 12 o'clock, within 8 inches of joint: NO - HAIRLINE608.8 ft. MGO - General Observation - 16" VCP613.8 ft. FL - Fracture Longitudinal, at 03 o'clock, within 8 inches of joint: YES - HAIRLINE613.8 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT616.8 ft. MWM - Water Mark, 20 %of cross sectional area616.8 ft. MWL - Water Level, 10 %of cross sectional area - NO FLOW STANDING WATER616.8 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. OPEN STOPLOG IN PLACE616.8 ft. MGO - General Observation - LOTS OF CONSTRUCTION OVER MH # 664616.8 ft. AMH - Downstream Manhole, Survey Begins - 12:55AM

Observation photos (8)

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT

    3 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT

  • General Observation - 16" VCP

    8 ft. - General Observation - 16" VCP

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT

    35.4 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES, Start - SLIGHT

  • Roots Medium Joint, from 06 to 12 o'clock, 15 %, within 8 inches of joint: YESR

    144 ft. - Roots Medium Joint, from 06 to 12 o'clock, 15 %, within 8 inches of joint: YESR

  • Repair Patch, from 11 to 01 o'clock, within 8 inches of joint: YES - IN PLACE

    152.2 ft. - Repair Patch, from 11 to 01 o'clock, within 8 inches of joint: YES - IN PLACE

  • Repair Patch, from 11 to 01 o'clock, within 8 inches of joint: YES - IN PLACE

    152.2 ft. - Repair Patch, from 11 to 01 o'clock, within 8 inches of joint: YES - IN PLACE

  • Repair Patch, from 12 to 02 o'clock, within 8 inches of joint: YES - IN PLACE

    329.4 ft. - Repair Patch, from 12 to 02 o'clock, within 8 inches of joint: YES - IN PLACE

  • Repair Patch, from 12 to 02 o'clock, within 8 inches of joint: YES - IN PLACE

    329.4 ft. - Repair Patch, from 12 to 02 o'clock, within 8 inches of joint: YES - IN PLACE

All inspections of P15814Work order 0563434

Observations (54)

DistanceCodeObservation
378.6FLSLIGHT
542.5FCH
35.4MWL—
503.6FCH
144RMJ—
152.2RPPIN PLACE
375.9FCH
529.7CL—
262.9FCHAIRLINE
8MGO16" VCP
10FCHAIRLINE
616.8AMH2:05AM
586.3FLSLIGHT
270.1TBOpen
0MWM—
268.1FCH
550.2FCH
291.1FCH
126.8RFJ5%
475.4FLSLIGHT
406.8CL—
25.7FLHAIRLINE
611.9FCSLIGHT
35.4FLSLIGHT
3FLHAIRLINE
172.5RMJ—
560.8FLH
563.6FCH
165.5RMJ—
560.8FLH
566.3FCH
0MWLNO FLOW STANDING WATER
25.7FLSLIGHT
0MGOConn. @ Mh, 3 O' Clock. OPEN STOPLOG IN PLACE
134.3RFJ5%
35.4FLH
0MGOLOTS OF CONSTRUCTION OVER MH # 664
355.3RFJ3%
278.5FLH
270.1RMC—
462.7FLH
201.5RFJ3%
152.2RPPIN PLACE
3FLSLIGHT
511.7FCH
259.9FCSLIGHT
0AMH12:55AM
68.8FLSLIGHT
329.4RPPIN PLACE
609.6FCH
309RMJ—
329.4RPPIN PLACE
355.3FLH
375.9FLH

Properties (6)

custom_field_three
SLIGHT LONG FRACTURE JINT TO JOINT LONGER
custom_field_two
2
customer
LACSD
datetime
2016-05-31T00:55:07-07:00
documentation
MARTIN,MANANES,REVELES,OLIVER 111
is_lateral_inspection
false