Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Jul 26, 2018, 08:07 AM

  • Section#2_15 0665_15 0664__7262018__I0041.mp4

Date
07/26/2018
W/O
0713977
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00602
PipeID
P12557
Time
1:07 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0041
Sewer Name
15 EL MONTE AVENUE TRUNK
City
TEMPLE CITY
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
11
Purpose
Routine Assessment
Project
20180726MDM_EL_MONTE_AVENUE_TRUNK
Material
NRCP
Shape
Circular
Height
12 in.
Upstream MH
15 0665
Downstream MH
15 0664
Dir. of Survey
Downstream
Length Surveyed
298.7 ft.
Total Length
298.7 ft.
Structural Index
3
Structural Quick
3L2L
Structural Rating
320
O&M Index
0
O&M Quick
0000
O&M Rating
0
Overall Index
3
Overall Quick
—
Overall Rating
320
Pipe schematic from manhole 15 0665 to 15 0664
MH: 15 0665MH: 15 0664downstream0 ft. MWL - Water Level, 10 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 1:30AM2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE MODERATE AGG ATTCHED2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start5 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - HAIRLINE8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE AGG ATTCHED9.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - ACTIVE11.6 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SLIGHT33.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE AGG ATTCHED33.9 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB38.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG69.8 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN114.3 ft. FC - Fracture Circumferential, from 10 to 02 o'clock, within 8 inches of joint: YES - SLIGHT115.1 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB135.1 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - H148.6 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN154 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN177.2 ft. FC - Fracture Circumferential, from 12 to 03 o'clock, within 8 inches of joint: YES - SL187.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6", 6" - STUB210.1 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES - SL234.4 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - STUB260.4 ft. MWL - Water Level, 30 %of cross sectional area264.8 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 6" - STUB266.2 ft. MGO - General Observation - LINK PIPE275.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE AGG ATTACHED298.4 ft. MGO - General Observation - MH CONN 3:00 ACTIVE298.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING BCONCRETE MODERATE AGG ATTCHED298.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG298.7 ft. AMH - Downstream Manhole, Survey Ends - 2:10AM

Observation photos (8)

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE MODERATE AGG ATTCHED

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

  • 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

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE AGG ATTCHED

    8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE AGG ATTCHED

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE AGG ATTCHED

    33.9 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE AGG ATTCHED

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

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

  • Water Level, 30 %of cross sectional area

    260.4 ft. - Water Level, 30 %of cross sectional area

  • General Observation - LINK PIPE

    266.2 ft. - General Observation - LINK PIPE

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE AGG ATTACHED

    275.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE AGG ATTACHED

All inspections of P12557Work order 0713977

Observations (30)

DistanceCodeObservation
0MWL—
0MWM—
177.2FCSL
8SSSPEELING CONCRETE AGG ATTCHED
0AMH1:30AM
187.3TFCSTUB
2SSSPEELING CONCRETE MODERATE AGG ATTCHED
298.4MGOMH CONN 3:00 ACTIVE
115.1TFCSTUB
9.9TFACTIVE
11.6FLSLIGHT
33.9SSSPEELING CONCRETE AGG ATTCHED
234.4TFCSTUB
298.4SSSPEELING BCONCRETE MODERATE AGG ATTCHED
33.9TFCSTUB
114.3FCSLIGHT
266.2MGOLINK PIPE
135.1FLH
5FLHAIRLINE
298.7AMH2:10AM
275.8SSSPEELING CONCRETE AGG ATTACHED
298.4SAPSEVERE AGG
154TFOPEN
210.1FLSL
260.4MWL—
69.8TFOPEN
2SAP—
264.8TFCSTUB
148.6TFOPEN
38.2SAPSEVERE AGG

Properties (6)

custom_field_three
PEELING CONCRETE MODERATE AGG ATTCHED
custom_field_two
2
customer
LACSD
datetime
2018-07-26T01:07:00-07:00
documentation
MARTIN,REVELES,OLIVER 111,YOUNG
is_lateral_inspection
false