Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 16, 2019, 03:56 PM

  • 02 1546_02 1545B_9162019_092246.mp4

Date
09/16/2019
W/O
0791309
Weather
Light Rain
Operator/Surveyor
FRANKLIN
Sewer ID
Z00230
PipeID
P03977
Time
8:56 AM
Certificate
U-415-06024039
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Jetting
Media Label
G8080
Sewer Name
02 ARIZONA AVENUE TRUNK, SECTION 1
City
EAST LOS ANGELES
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 02
Page No.
12
Purpose
Maintenance Related
Project
20190916DF_ARIZONA_AVENUE_TRUNK_SECT_1
Material
Vitrified Clay Pipe
Shape
Circular
Height
18 in.
Upstream MH
02 1545B
Downstream MH
02 1546
Dir. of Survey
Upstream
Length Surveyed
78.5 ft.
Total Length
78.5 ft.
Structural Index
3
Structural Quick
3121
Structural Rating
5
O&M Index
1
O&M Quick
2112
O&M Rating
4
Overall Index
2
Overall Quick
—
Overall Rating
9
Pipe schematic from manhole 02 1545B to 02 1546
MH: 02 1545BMH: 02 1546upstream0 ft. AMH - Upstream Manhole, Survey Ends - 9:37 AM0.1 ft. MGO - General Observation - ROACHES @ MH0.1 ft. MGO - General Observation - Grease Throughout The Reach (5%)2.2 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.2 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish2.2 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Finish9.9 ft. TB - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 4" - Open9.9 ft. MGP - General Photograph58.8 ft. RFL - Roots Fine Lateral, at 10 o'clock - 5%58.8 ft. TFD - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 4" - Active/95% ROOTS-GREASE70.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YESR, Start76.5 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start76.5 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start78.4 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active78.4 ft. MWL - Water Level, 20 %of cross sectional area78.4 ft. MWM - Water Mark, 25 %of cross sectional area78.5 ft. AMH - Downstream Manhole, Survey Begins - 9:15 AM

Observation photos (6)

  • Downstream Manhole, Survey Begins - 9:15 AM

    0 ft. - Downstream Manhole, Survey Begins - 9:15 AM

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

    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: YESR, Start

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

  • Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 4" - Active/95% ROOTS-GREASE

    19.7 ft. - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 4" - Active/95% ROOTS-GREASE

  • Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 4" - Open

    68.6 ft. - Tap Break-In, at 11 o'clock, -, within 8 inches of joint: YES, 4" - Open

  • General Photograph

    68.6 ft. - General Photograph

All inspections of P03977Work order 0791309

Observations (17)

DistanceCodeObservation
8RFJ—
0.1MGOConn. @ Mh, 9 O' Clock. Active
0.1MWL—
68.6TBOpen
2CM—
76.3SSS—
76.3CM—
78.4MGOROACHES @ MH
2SSS—
76.3RFJ—
78.5AMH9:37 AM
68.6MGP—
19.7RFL5%
19.7TFDActive/95% ROOTS-GREASE
78.4MGOGrease Throughout The Reach (5%)
0.1MWM—
0AMH9:15 AM

Properties (6)

additional_info
POST ROOT EVALUATION ONLY
custom_field_two
3
customer
LACSD
datetime
2019-09-16T08:56:09-07:00
documentation
FRANKLIN, IGNACIO, RUVALCABA, BRAR
is_lateral_inspection
false