Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 13, 2019, 08:24 AM

  • 1_1_3_13122019_003311.mp4

Date
12/13/2019
W/O
0803060
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00495
PipeID
P06769
Time
12:24 AM
Certificate
1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
I0293
Sewer Name
05 NORTH TORRANCE TRUNK
City
TORRANCE
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 05
Page No.
23
Purpose
Capital Improvement Program Assesment
Project
20191213MDM_NORTH_TORRANCE_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Upstream MH
05 1545
Downstream MH
05 1544A
Dir. of Survey
Downstream
Length Surveyed
638.7 ft.
Total Length
638.7 ft.
Structural Index
3
Structural Quick
5G4L
Structural Rating
1103
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
3
Overall Quick
—
Overall Rating
1107
Pipe schematic from manhole 05 1545 to 05 1544A
MH: 05 1545MH: 05 1544Adownstream0 ft. MGO - General Observation - MH CONN 9:00 ACTIVE0 ft. MWM - Water Mark, 30 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 12:35AM0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE2 ft. DAGS - Deposits Attached Grease, 10 %of cross sectional area, from 03 to 05 o'clock, , within 8 inches of joint: NO2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG SPORATIC14.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC23.7 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC26 ft. SRC - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, - CIRCUM REBAR26 ft. MGP - General Photograph - CORRODED REBAR96.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG SPORATIC98.9 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE130.4 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: NO - SEVERE AGG143.1 ft. MGO - General Observation - LARGE AGG CLOSE TO OUTER SURFACE OF PIPE147.3 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR157.8 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR162.9 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR167.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR180.7 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR184.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR189.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR189.9 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR193.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR196.2 ft. SRC - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR202.5 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR206.4 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR210.5 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR213.6 ft. SRV - Surface Reinforcement Visible, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR215.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR219.1 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR224.5 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR227.9 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR248.5 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR253.4 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - ROCK254.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR279.3 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR285.2 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR290.1 ft. SRC - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR290.1 ft. SRV - Surface Reinforcement Visible, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR298.6 ft. SRC - Surface Reinforcement Corroded, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR306.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR308.8 ft. MGP - General Photograph - CORRODED REBAR314.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - OPEN( 349' FOOTAGE)325.6 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG336.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR366.2 ft. SMW - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE REPAIR( 408' FOOTAGE)366.2 ft. MGP - General Photograph - BACKING BEHIND MISSING WALL( 408' FOOTAGE)366.2 ft. SMW - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE REPAIR( 408' FOOTAGE)366.8 ft. MGP - General Photograph - MISSING WALL( 408' FOOTAGE)380.3 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR396 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR408.3 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR413.5 ft. SRC - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR425 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES - PEELING CONCRETE437 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR442.1 ft. SRC - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR454.4 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR460.3 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR464.8 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR468.3 ft. SRC - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR469.4 ft. SRC - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR490.1 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR496.1 ft. SRC - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR549.3 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR552.9 ft. SRC - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Finish - LONG CIRCUM REBAR553.2 ft. MGO - General Observation - FOOTAGE COUNTER PROBLEM FOOTAGE ADJUSTED638.2 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG638.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE638.2 ft. MGO - General Observation - MH CONN 3:00 ACTIVE638.2 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG638.7 ft. AMH - Downstream Manhole, Survey Ends - 2:30AM

Observation photos (43)

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

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

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

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

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

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

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

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

  • Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, - CIRCUM REBAR

    26 ft. - Surface Reinforcement Corroded, from 08 to 11 o'clock, within 8 inches of joint: YES, - CIRCUM REBAR

  • General Photograph - CORRODED REBAR

    26 ft. - General Photograph - CORRODED REBAR

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

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

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

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

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

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

  • General Observation - LARGE AGG CLOSE TO OUTER SURFACE OF PIPE

    143.1 ft. - General Observation - LARGE AGG CLOSE TO OUTER SURFACE OF PIPE

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

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

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    157.8 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    162.9 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR

    167.1 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Finish - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    180.7 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    189.3 ft. - Surface Reinforcement Corroded, from 10 to 01 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

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

    189.9 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

    193.6 ft. - Surface Reinforcement Corroded, from 09 to 12 o'clock, within 8 inches of joint: NO - LONG & CIRCUM REBAR

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

    202.5 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

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

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

  • Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    215.9 ft. - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    224.5 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

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

    248.5 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    254.2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

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

    279.3 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    285.2 ft. - Surface Reinforcement Corroded, from 11 to 01 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • Surface Reinforcement Visible, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    290.1 ft. - Surface Reinforcement Visible, from 08 to 10 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    306.5 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

  • General Photograph - CORRODED REBAR

    308.8 ft. - General Photograph - CORRODED REBAR

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

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

  • Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE REPAIR( 408' FOOTAGE)

    366.2 ft. - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE REPAIR( 408' FOOTAGE)

  • General Photograph - BACKING BEHIND MISSING WALL( 408' FOOTAGE)

    366.2 ft. - General Photograph - BACKING BEHIND MISSING WALL( 408' FOOTAGE)

  • Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE REPAIR( 408' FOOTAGE)

    366.2 ft. - Surface Missing Wall, from 12 to 01 o'clock, within 8 inches of joint: NO - POSSIBLE REPAIR( 408' FOOTAGE)

  • General Photograph - MISSING WALL( 408' FOOTAGE)

    366.8 ft. - General Photograph - MISSING WALL( 408' FOOTAGE)

  • Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

    380.3 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: YES - LONG REBAR

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

    396 ft. - Surface Reinforcement Corroded, at 12 o'clock, within 8 inches of joint: NO - LONG REBAR

  • Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    408.3 ft. - Surface Reinforcement Corroded, from 10 to 02 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

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

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

  • Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    442.1 ft. - Surface Reinforcement Corroded, from 10 to 11 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

    454.4 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    460.3 ft. - Surface Reinforcement Corroded, from 02 to 04 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

    490.1 ft. - Surface Reinforcement Corroded, from 12 to 03 o'clock, within 8 inches of joint: YES, Start - CIRCUM REBAR

  • Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

    549.3 ft. - Surface Reinforcement Corroded, from 09 to 11 o'clock, within 8 inches of joint: YES, Start - LONG CIRCUM REBAR

All inspections of P06769Work order 0803060

Observations (72)

DistanceCodeObservation
2SSSBLISTERING PEELING CONCRETE
298.6SRCCIRCUM REBAR
130.4SAPSEVERE AGG
2DAGS—
162.9SRCCIRCUM REBAR
638.2SAPSEVERE AGG
460.3SRCCIRCUM REBAR
2SAPSEVERE AGG SPORATIC
0MGOMH CONN 9:00 ACTIVE
285.2SRCLONG CIRCUM REBAR
464.8SRCLONG REBAR
468.3SRCLONG REBAR
290.1SRCLONG CIRCUM REBAR
96.4SAPSEVERE AGG SPORATIC
366.2SMWPOSSIBLE REPAIR( 408' FOOTAGE)
98.9SSSPEELING CONCRETE
553.2MGOFOOTAGE COUNTER PROBLEM FOOTAGE ADJUSTED
254.2SRCCIRCUM REBAR
180.7SRCCIRCUM REBAR
248.5SRCLONG REBAR
552.9SRCLONG CIRCUM REBAR
380.3SRCLONG REBAR
157.8SRCCIRCUM REBAR
279.3SRCLONG REBAR
490.1SRCCIRCUM REBAR
366.8MGPMISSING WALL( 408' FOOTAGE)
224.5SRCLONG CIRCUM REBAR
23.7SAPSEVERE AGG SPORATIC
366.2MGPBACKING BEHIND MISSING WALL( 408' FOOTAGE)
189.9SRCLONG REBAR
638.7AMH2:30AM
336.3SRCLONG CIRCUM REBAR
638.2SSSBLISTERING PEELING CONCRETE
215.9SRCCIRCUM REBAR
408.3SRCLONG CIRCUM REBAR
638.2MGOMH CONN 3:00 ACTIVE
0MWM—
189.3SRCCIRCUM REBAR
219.1SRCCIRCUM REBAR
496.1SRCCIRCUM REBAR
314.9TFOPEN( 349' FOOTAGE)
396SRCLONG REBAR
147.3SRVLONG REBAR
210.5SRVLONG REBAR
469.4SRCCIRCUM REBAR
14.2SAPSEVERE AGG SPORATIC
193.6SRCLONG & CIRCUM REBAR
308.8MGPCORRODED REBAR
366.2SMWPOSSIBLE REPAIR( 408' FOOTAGE)
306.5SRCLONG CIRCUM REBAR
0AMH12:35AM
26SRCCIRCUM REBAR
325.6SAMSEVERE AGG
196.2SRCCIRCUM REBAR
638.2SAMSEVERE AGG
202.5SRCLONG REBAR
253.4DSZROCK
425SSSPEELING CONCRETE
227.9SRCLONG CIRCUM REBAR
26MGPCORRODED REBAR
184.1SRCCIRCUM REBAR
0MWL—
413.5SRCLONG CIRCUM REBAR
437SRCLONG REBAR
442.1SRCCIRCUM REBAR
167.1SRCCIRCUM REBAR
213.6SRVLONG REBAR
206.4SRCLONG REBAR
143.1MGOLARGE AGG CLOSE TO OUTER SURFACE OF PIPE
549.3SRCLONG CIRCUM REBAR
290.1SRVCIRCUM REBAR
454.4SRCCIRCUM REBAR

Properties (6)

custom_field_three
CORRODED REBAR-POSSIBLE MISSING WALL OR REPAIR
custom_field_two
1
customer
LACSD
datetime
2019-12-13T00:24:25-08:00
documentation
MARTIN,REVELES,OLIVER 111,IGNACIO
is_lateral_inspection
false