Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 4, 2016, 08:02 AM

  • 18 0304_18 0303_1142016_014740.mp4

Date
11/04/2016
W/O
0605767
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00683
PipeID
P14135
Time
1:02 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0332
Sewer Name
18 LA MIRADA TRUNK, SECTS 1&2
City
LA MIRADA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
31
Purpose
Maintenance Related
Project
20161104MDM_LA_MIRADA_TRUNK_SECTS_1_2
Material
Reinforced Concrete Pipe
Shape
Circular
Height
18 in.
Upstream MH
18 0304
Downstream MH
18 0303
Dir. of Survey
Downstream
Length Surveyed
405.8 ft.
Total Length
405.8 ft.
Structural Index
4
Structural Quick
5334
Structural Rating
27
O&M Index
2
O&M Quick
2500
O&M Rating
10
Overall Index
3
Overall Quick
—
Overall Rating
37
Pipe schematic from manhole 18 0304 to 18 0303
MH: 18 0304MH: 18 0303downstream0 ft. AMH - Upstream Manhole, Survey Begins - 1:40AM0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MWL - Water Level, 10 %of cross sectional area2 ft. MGO - General Observation - MAG COAT 98% START 8:00 TO 4:0026.8 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES - ROCKS36.7 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped40.8 ft. SAV - Surface Aggregate Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG48.1 ft. DSGV - Deposits Settled Gravel, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start84.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped91.7 ft. DSGV - Deposits Settled Gravel, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish100.8 ft. SRV - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR101.8 ft. SAV - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG133.5 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped154 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - ROCK181.9 ft. TB - Tap Break-In, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open213.7 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start - ROCKS238.4 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open259.9 ft. RPP - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"260.6 ft. RPP - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"260.6 ft. RPP - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6" TOP260.6 ft. RPP - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6" BOTTOM261.6 ft. RPP - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"271.4 ft. SRV - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR279.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped294.5 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - ROCKS327.3 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped332.9 ft. SAV - Surface Aggregate Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG& PEELING CONCRETE376.2 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped386.7 ft. SRV - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR-PEELING CONCRETE399.2 ft. SAV - Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG405.4 ft. MGO - General Observation - MAG COAT 98% FINISH405.4 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish - ROCKS405.8 ft. AMH - Downstream Manhole, Survey Ends - 2:45AM

Observation photos (14)

  • General Observation - MAG COAT 98% START 8:00 TO 4:00

    2 ft. - General Observation - MAG COAT 98% START 8:00 TO 4:00

  • Surface Aggregate Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

    40.8 ft. - Surface Aggregate Visible, from 11 to 12 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    100.8 ft. - Surface Reinforcement Visible, from 12 to 01 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG

    101.8 ft. - Surface Aggregate Visible, from 11 to 01 o'clock, within 8 inches of joint: NO - SEVERE AGG

  • Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"

    259.9 ft. - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"

  • Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"

    260.6 ft. - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"

  • Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6" TOP

    260.6 ft. - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6" TOP

  • Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6" BOTTOM

    260.6 ft. - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6" BOTTOM

  • Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"

    261.6 ft. - Repair Patch, from 09 to 10 o'clock, within 8 inches of joint: YES - 6" X6"

  • Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

    271.4 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR

  • Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - ROCKS

    294.5 ft. - Deposits Settled Other, 10 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: NO - ROCKS

  • Surface Aggregate Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG& PEELING CONCRETE

    332.9 ft. - Surface Aggregate Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - SEVERE AGG& PEELING CONCRETE

  • Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR-PEELING CONCRETE

    386.7 ft. - Surface Reinforcement Visible, from 09 to 10 o'clock, within 8 inches of joint: NO - CIRCUM REBAR-PEELING CONCRETE

  • Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG

    399.2 ft. - Surface Aggregate Visible, from 12 to 02 o'clock, within 8 inches of joint: YES - SEVERE AGG

All inspections of P14135Work order 0605767

Observations (33)

DistanceCodeObservation
2MGOMAG COAT 98% START 8:00 TO 4:00
405.4MGOMAG COAT 98% FINISH
405.8AMH2:45AM
238.4TFOpen
181.9TBOpen
154DSZROCK
48.1DSGV—
399.2SAVSEVERE AGG
0AMH1:40AM
376.2TFCCapped
260.6RPP6" X6"
260.6RPP6" X6" TOP
260.6RPP6" X6" BOTTOM
40.8SAVSEVERE AGG
327.3TFCCapped
91.7DSGV—
26.8DSZROCKS
279.3TFCCapped
100.8SRVCIRCUM REBAR
294.5DSZROCKS
405.4DSZROCKS
261.6RPP6" X6"
271.4SRVCIRCUM REBAR
36.7TFCCapped
0MWM—
0MWL—
84.9TFCCapped
133.5TFCCapped
213.7DSZROCKS
386.7SRVCIRCUM REBAR-PEELING CONCRETE
259.9RPP6" X6"
101.8SAVSEVERE AGG
332.9SAVSEVERE AGG& PEELING CONCRETE

Properties (5)

additional_info
REPAIR 260' DOWNSTREAM
custom_field_three
98% MAG COAT-PEELING CONCRETE-CIRCUM REBAR
custom_field_two
5
customer
LACSD
datetime
2016-11-04T01:02:40-07:00