Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0May 21, 2019, 07:38 AM
  • Section#6_H 0480_H 0479__5212019__I0144.mp4

Date
05/21/2019
W/O
0771738
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00181
PipeID
P10907
Time
12:38 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
Pre-Cleaning
Not Known
Media Label
I0144
Sewer Name
H JOINT OUTFALL H - UNIT 6
City
EL MONTE
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
29
Purpose
Routine Assessment
Project
20190521MDM_JOINT_OUTFALL_H_UNIT_6
Material
Reinforced Concrete Pipe
Shape
Circular
Height
54 in.
Upstream MH
H 0480
Downstream MH
H 0479
Dir. of Survey
Downstream
Length Surveyed
354.7 ft.
Total Length
354.7 ft.
Structural Index
3
Structural Quick
513N
Structural Rating
367
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
Overall Rating
367
Pipe schematic from manhole H 0480 to H 0479
MH: H 0480MH: H 0479downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:40AM0 ft. MWM - Water Mark, 20 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 95% START2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG8.5 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE29.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG78.3 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE134.8 ft. SAP - Surface Aggregate Projecting, from 09 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG153.1 ft. SAP - Surface Aggregate Projecting, from 08 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG257.5 ft. SAP - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG261.6 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR265.2 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE354.1 ft. MGO - General Observation - MH CONN 9:30 OPEN354.1 ft. MGO - General Observation - MAG COAT 95% FINISH354.1 ft. MGO - General Observation - MH CONN 9:00 ACTIVE354.1 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG354.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE UNDER MAG COAT354.1 ft. MGO - General Observation - MH CONN 3:00 STUB354.7 ft. AMH - Downstream Manhole, Survey Ends - 1:15AM

Observation photos (8)

  • General Observation - MAG COAT 95% START

    2 ft. - General Observation - MAG COAT 95% START

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

    2 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE UNDER MAG COAT

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

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

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

    29.6 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 09 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

    134.8 ft. - Surface Aggregate Projecting, from 09 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 08 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

    153.1 ft. - Surface Aggregate Projecting, from 08 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

    257.5 ft. - Surface Aggregate Projecting, from 10 to 02 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR

    261.6 ft. - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - POSSIBLE REBAR

Observations (21)

DistanceCodeObservation
0MWL
134.8SAPSEVERE AGG
2MGOMAG COAT 95% START
257.5SAPSEVERE AGG
354.1MGOMH CONN 9:30 OPEN
261.6SRVPOSSIBLE REBAR
0AMH12:40AM
265.2TFACTIVE
29.6SAPSEVERE AGG
354.1MGOMAG COAT 95% FINISH
2SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
153.1SAPSEVERE AGG
354.1MGOMH CONN 9:00 ACTIVE
0MWM
78.3TFACTIVE
354.7AMH1:15AM
354.1SAPSEVERE AGG
8.5TFACTIVE
354.1SSSBLISTERING PEELING CONCRETE UNDER MAG COAT
2SAPSEVERE AGG
354.1MGOMH CONN 3:00 STUB

Properties (6)

custom_field_three
95% MAG COAT
custom_field_two
4
customer
LACSD
datetime
2019-05-21T00:38:07-07:00
documentation
MARTIN,REVELES,OLIVER 111,RUVALCABA
is_lateral_inspection
false