Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Nov 17, 2016, 09:16 AM

  • 16 0517_16 0516 _11172016_013808.mp4

Date
11/17/2016
W/O
596918
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00659
PipeID
P13568
Time
1:16 AM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K3881
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
WO_596918_TV16026_NOV2016
Material
Vitrified Clay Pipe
Shape
Circular
Height
27 in.
Width
27 in.
Upstream MH
16 0517
Downstream MH
16 0516
Dir. of Survey
Downstream
Length Surveyed
300.5 ft.
Total Length
300.5 ft.
Structural Index
2
Structural Quick
3111
Structural Rating
4
O&M Index
2
O&M Quick
4131
O&M Rating
13
Overall Index
2
Overall Quick
—
Overall Rating
17
Pipe schematic from manhole 16 0517 to 16 0516
MH: 16 0517MH: 16 0516downstream0 ft. MWM - Water Mark, 20 %of cross sectional area0 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK CAPPED0 ft. AMH - Upstream Manhole, Survey Begins - 16 05170 ft. MWL - Water Level, 15 %of cross sectional area2.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Start4.6 ft. TBA - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"42.1 ft. RFJ - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES47.6 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start73.1 ft. TBA - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6", 6"115.6 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 6"167.7 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish167.7 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Start204.2 ft. TBA - Tap Break-In Active, at 02 o'clock, -, within 8 inches of joint: YES, 6"214.4 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Finish214.5 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Start234.3 ft. RFC - Roots Fine Connection, at 10 o'clock234.3 ft. TBA - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"249.1 ft. CC - Crack Circumferential, from 11 to 01 o'clock, within 8 inches of joint: YES282.9 ft. FL - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES290.1 ft. RFJ - Roots Fine Joint, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish294.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 04 to 08 o'clock, , within 8 inches of joint: YES, Finish300.5 ft. MGO - General Observation - LATERAL AT MH 3 O CLOCK ACTIVE300.5 ft. AMH - Downstream Manhole, Survey Ends - 16 0516

Observation photos (12)

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

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

  • Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"

    4.6 ft. - Tap Break-In Active, at 12 o'clock, -, within 8 inches of joint: YES, 6"

  • Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES

    42.1 ft. - Roots Fine Joint, from 08 to 09 o'clock, within 8 inches of joint: YES

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

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

  • Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6", 6"

    73.1 ft. - Tap Break-In Active, at 11 o'clock, -, within 8 inches of joint: YES, 6", 6"

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

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

  • Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Start

    167.7 ft. - Roots Medium Joint, from 08 to 04 o'clock, 15 %, within 8 inches of joint: YESR, Start

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

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

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

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

  • Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

    234.3 ft. - Tap Break-In Active, at 10 o'clock, -, within 8 inches of joint: YES, 6"

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

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

  • Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

    282.9 ft. - Fracture Longitudinal, at 12 o'clock, within 8 inches of joint: YES

All inspections of P13568Work order 596918

Observations (23)

DistanceCodeObservation
214.4RMJ—
0MWM—
234.3RFC—
167.7RFJ—
249.1CC—
300.5MGOLATERAL AT MH 3 O CLOCK ACTIVE
204.2TBA—
73.1TBA—
300.5AMH16 0516
115.6TBA—
0MGOLATERAL AT MH 3 O CLOCK CAPPED
214.5RFJ—
282.9FL—
167.7RMJ—
2.9DAGS—
0AMH16 0517
47.6RFJ—
4.6TBA—
294.9DAGS—
42.1RFJ—
0MWL—
234.3TBA—
290.1RFJ—

Properties (5)

additional_info
SC305213
custom_field_two
4
customer
LACSD
datetime
2016-11-17T01:16:48-08:00
sewer_category
Gravity