Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Dec 31, 2019, 09:26 AM

  • 16 0522_16 0521 _12312019_013914.mp4

Date
12/31/2019
W/O
803099
Weather
Dry
Operator/Surveyor
S. LOPEZ
Sewer ID
Z00659
PipeID
P13573
Time
1:26 AM
Certificate
U-111-11880
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K7260
Sewer Name
16 LAMANDA PARK TRUNK
City
SAN MARINO
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
18
Purpose
Routine Assessment
Project
RFIR_WO_803099_TV16119_DEC2019
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
16 0522
Downstream MH
16 0521
Dir. of Survey
Downstream
Length Surveyed
189.2 ft.
Total Length
189.2 ft.
Structural Index
3
Structural Quick
3F00
Structural Rating
102
O&M Index
2
O&M Quick
322G
O&M Rating
83
Overall Index
2
Overall Quick
—
Overall Rating
185
Pipe schematic from manhole 16 0522 to 16 0521
MH: 16 0522MH: 16 0521downstream0 ft. MWL - Water Level, 15 %of cross sectional area0 ft. MWM - Water Mark, 25 %of cross sectional area0 ft. AMH - Upstream Manhole, Survey Begins - 16 05222 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start15.7 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start62.2 ft. RFJ - Roots Fine Joint, at 08 o'clock, within 8 inches of joint: YESR71 ft. RMJ - Roots Medium Joint, from 09 to 01 o'clock, 15 %, within 8 inches of joint: YESR77.3 ft. RFB - Roots Fine Barrell, at 10 o'clock, within 8 inches of joint: YES170.7 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 6"170.7 ft. RMC - Roots Medium Connection, from 01 to 05 o'clock, 15 %, within 8 inches of joint: YES187.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish187.9 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish189.2 ft. AMH - Downstream Manhole, Survey Ends - 16 0521

Observation photos (7)

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

    2 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

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

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

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

  • Roots Medium Joint, from 09 to 01 o'clock, 15 %, within 8 inches of joint: YESR

    71 ft. - Roots Medium Joint, from 09 to 01 o'clock, 15 %, within 8 inches of joint: YESR

  • Roots Fine Barrell, at 10 o'clock, within 8 inches of joint: YES

    77.3 ft. - Roots Fine Barrell, at 10 o'clock, within 8 inches of joint: YES

  • Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 6"

    170.7 ft. - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 6"

  • Roots Medium Connection, from 01 to 05 o'clock, 15 %, within 8 inches of joint: YES

    170.7 ft. - Roots Medium Connection, from 01 to 05 o'clock, 15 %, within 8 inches of joint: YES

All inspections of P13573Work order 803099

Observations (13)

DistanceCodeObservation
0MWL—
71RMJ—
77.3RFB—
0MWM—
170.7TBA—
170.7RMC—
189.2AMH16 0521
2DAGS—
187.9DAGS—
62.2RFJ—
15.7CM—
0AMH16 0522
187.9CM—

Properties (6)

additional_info
SC378895
custom_field_two
2
customer
LACSD
datetime
2019-12-31T01:26:48-08:00
documentation
PRO PIPE
is_lateral_inspection
false