Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Mar 18, 2021, 08:51 AM

  • 16 0205_B 1505_03182021_020332.mp4

Date
03/18/2021
W/O
880088
Weather
Dry
Operator/Surveyor
M.MARTINEZ
Sewer ID
Z00637
PipeID
P25640
Time
1:51 AM
Certificate
U-115-06022794
System Owner
1
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
K8644
Sewer Name
16 ALHAMBRA "A" LINE
City
ALHAMBRA
Loc. details
Easement/Right of Way
Location Code
D
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
23
Purpose
Routine Assessment
Project
WO_880088_TV16006_MAR2021
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
16 0205
Downstream MH
B 1505
Dir. of Survey
Downstream
Length Surveyed
146.5 ft.
Total Length
146.5 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
1
O&M Quick
2114
O&M Rating
6
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 16 0205 to B 1505
MH: 16 0205MH: B 1505downstream0 ft. MWM - Water Mark, 35 %of cross sectional area0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 02053.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start7.2 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start57 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES61.9 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES64.1 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES69.6 ft. RFJ - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES79.2 ft. TB - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"145.3 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish145.3 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish146 ft. MGO - General Observation - CONNECTION AT MH 9 O'CLOCK146.5 ft. AMH - Downstream Manhole, Survey Ends - B 1505

Observation photos (7)

  • Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

    3.9 ft. - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start

  • Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    7.2 ft. - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

    57 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

    61.9 ft. - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

    64.1 ft. - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES

    69.6 ft. - Roots Fine Joint, at 04 o'clock, within 8 inches of joint: YES

  • Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"

    79.2 ft. - Tap Break-In, at 01 o'clock, -, within 8 inches of joint: YES, 8"

All inspections of P25640Work order 880088

Observations (14)

DistanceCodeObservation
3.9DAGS—
69.6RFJ—
7.2CM—
79.2TB—
145.3CM—
0MWM—
57RFJ—
145.3DAGS—
64.1RFJ—
0MWL—
0AMH16 0205
146MGOCONNECTION AT MH 9 O'CLOCK
61.9RFJ—
146.5AMHB 1505

Properties (6)

custom_field_three
MULTIPLE CRACKS
custom_field_two
3
customer
1
datetime
2021-03-18T01:51:02-07:00
documentation
PRO PIPE
is_lateral_inspection
false