Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Aug 17, 2016, 07:17 AM
  • 02 2255_02 1582_20160817_003014.mp4

Date
08/17/2016
W/O
585987
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00231
PipeID
P04034
Time
12:17 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
Pre-Cleaning
No Pre-Cleaning
Media Label
K3566
Sewer Name
02 ARIZONA AVENUE TRUNK, SECTION 2
City
LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
08
Purpose
Routine Assessment
Project
WO_585987_TV02010_AUG2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
12 in.
Width
12 in.
Upstream MH
02 2255
Downstream MH
02 1582
Dir. of Survey
Downstream
Length Surveyed
315.4 ft.
Total Length
315.4 ft.
Structural Index
3
Structural Quick
3I00
Structural Rating
153
O&M Index
2
O&M Quick
2K16
O&M Rating
130
Overall Index
2
Overall Quick
Overall Rating
283
Pipe schematic from manhole 02 2255 to 02 1582
MH: 02 2255MH: 02 1582downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 02 22550 ft. MWL - Water Level, 10 %of cross sectional area2.7 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Start16.9 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"30.1 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES38.8 ft. RFJ - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YES45.2 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start52.6 ft. CM - Crack Multiple, from 11 to 01 o'clock, within 8 inches of joint: YES61.1 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start61.1 ft. RFJ - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish82.2 ft. RFJ - Roots Fine Joint, at 12 o'clock, within 8 inches of joint: YES92.8 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"120.2 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"168.3 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"183.2 ft. TB - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"219.5 ft. TF - Tap Factory Made, at 12 o'clock, -, within 8 inches of joint: NO, 6"255.4 ft. TS - Tap Saddle, at 12 o'clock, -, within 8 inches of joint: NO, 6"311.2 ft. CM - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Finish311.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Finish315.4 ft. AMH - Downstream Manhole, Survey Ends - 02 1582

Observation photos (7)

  • Deposits Attached Grease, 5 %of cross sectional area, from 07 to 05 o'clock,  , within 8 inches of joint: YES, Start

    2.7 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 07 to 05 o'clock, , within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YES

    38.8 ft. - Roots Fine Joint, from 12 to 03 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    45.2 ft. - Roots Fine Joint, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Crack Multiple, from 11 to 01 o'clock, within 8 inches of joint: YES

    52.6 ft. - Crack Multiple, from 11 to 01 o'clock, within 8 inches of joint: YES

  • Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

    61.1 ft. - Crack Multiple, from 09 to 03 o'clock, within 8 inches of joint: YES, Start

  • Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"

    183.2 ft. - Tap Break-In, at 09 o'clock, -, within 8 inches of joint: NO, 6"

  • Tap Saddle, at 12 o'clock, -, within 8 inches of joint: NO, 6"

    255.4 ft. - Tap Saddle, at 12 o'clock, -, within 8 inches of joint: NO, 6"

Observations (21)

DistanceCodeObservation
52.6CM
255.4TS
61.1CM
2.7DAGS
315.4AMH02 1582
168.3TF
311.3DAGS
45.2RFJ
38.8RFJ
82.2RFJ
219.5TF
61.1RFJ
16.9TF
0MWM
92.8TF
0AMH02 2255
120.2TF
311.2CM
0MWL
183.2TB
30.1RFJ

Properties (5)

additional_info
SC305899
custom_field_two
3
customer
LACSD
datetime
2016-08-17T00:17:05-07:00
sewer_category
Gravity