Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 23, 2016, 08:27 AM

  • 18 0213_18 0212_11232016_003755.mp4

Date
11/23/2016
W/O
0608983
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00695
PipeID
P14038
Time
12:27 AM
Certificate
U-1014-06022543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Heavy Cleaning
Media Label
H0354
Sewer Name
18 ORR AND DAY ROAD TRUNK
City
WHITTIER
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 18
Page No.
13
Purpose
Maintenance Related
Project
20161123MDM_ORR_AND_DAY_ROAD_TRUNK
Material
Reinforced Concrete Pipe
Shape
Circular
Height
27 in.
Upstream MH
18 0213
Downstream MH
18 0212
Dir. of Survey
Downstream
Length Surveyed
300.8 ft.
Total Length
300.8 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
2
O&M Quick
2200
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 18 0213 to 18 0212
MH: 18 0213MH: 18 0212downstream0 ft. AMH - Upstream Manhole, Survey Begins - 12:30AM0 ft. MWL - Water Level, 20 %of cross sectional area0 ft. MWM - Water Mark, 30 %of cross sectional area2 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG VISIBLE2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - BLISTERING PEELING CONCRETE8 ft. MGO - General Observation - 27" RCP40.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES - ROCKS53.9 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Open65.2 ft. DSZ - Deposits Settled Other, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start - ROCKS65.2 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 6" - Open65.2 ft. TFC - Tap Factory Made Capped, at 12 o'clock, -, within 8 inches of joint: YES, 6", 6" - Capped95 ft. MWL - Water Level, 30 %of cross sectional area167.3 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: YES, 6" - Active300.4 ft. SAV - Surface Aggregate Visible, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG SPORATIC300.4 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - BLISTERING PEELING CONCRETE300.4 ft. DSZ - Deposits Settled Other, 10 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish - ROCKS% SLUDGE300.8 ft. AMH - Downstream Manhole, Survey Ends - 1:05AM

Observation photos (2)

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

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

  • General Observation - 27" RCP

    8 ft. - General Observation - 27" RCP

All inspections of P14038Work order 0608983

Observations (17)

DistanceCodeObservation
65.2DSZROCKS
65.2TFOpen
65.2TFCCapped
0AMH12:30AM
0MWL—
300.4SAVSEVERE AGG SPORATIC
40.4DSZROCKS
95MWL—
0MWM—
300.4SSSBLISTERING PEELING CONCRETE
300.4DSZROCKS% SLUDGE
2SAVSEVERE AGG VISIBLE
167.3TFActive
8MGO27" RCP
2SSSBLISTERING PEELING CONCRETE
300.8AMH1:05AM
53.9TFOpen

Properties (3)

custom_field_two
3
customer
LACSD
datetime
2016-11-23T00:27:11-08:00