Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Sep 28, 2017, 05:24 AM

  • 16 0579_16 0578 _27092017_222649.mp4

Date
09/27/2017
W/O
663060
Weather
Dry
Operator/Surveyor
R.VARGAS
Sewer ID
Z00659
PipeID
P13630
Time
10:24 PM
Certificate
U-209-211
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K4279
Sewer Name
16 LAMANDA PARK TRUNK
City
PASADENA
Loc. details
Main Highway - Urban
Location Code
A
Use of Sewer
Sanitary Sewer
District
District 16
Page No.
11
Purpose
Routine Assessment
Project
WO_663060_TV16078_OCT2017
Material
Reinforced Concrete Pipe
Shape
Circular
Height
22 in.
Width
22 in.
Upstream MH
16 0578
Downstream MH
16 0579
Dir. of Survey
Upstream
Length Surveyed
250.3 ft.
Total Length
250.3 ft.
Structural Index
3
Structural Quick
3I00
Structural Rating
147
O&M Index
2
O&M Quick
2I00
O&M Rating
98
Overall Index
3
Overall Quick
—
Overall Rating
245
Pipe schematic from manhole 16 0578 to 16 0579
MH: 16 0578MH: 16 0579upstream0 ft. AMH - Upstream Manhole, Survey Ends - 16 05790.3 ft. MGO - General Observation - MAG COAT FINISH3.9 ft. SRP - Surface Reinforcement Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish3.9 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Finish32.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4"76.2 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4"124.7 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4"161.3 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: YES, 4"188.9 ft. TFC - Tap Factory Made Capped, at 02 o'clock, -, within 8 inches of joint: YES, 4"204.9 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: YES, 4"248.2 ft. SRP - Surface Reinforcement Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start248.2 ft. DAGS - Deposits Attached Grease, 5 %of cross sectional area, from 05 to 07 o'clock, , within 8 inches of joint: YES, Start248.2 ft. MGO - General Observation - MAG COAT START250.3 ft. MWM - Water Mark, 10 %of cross sectional area250.3 ft. MGO - General Observation - INVERT BROKEN AT MH250.3 ft. MWL - Water Level, 5 %of cross sectional area250.3 ft. AMH - Downstream Manhole, Survey Begins - 16 0578250.3 ft. MGO - General Observation - CONNECTION AT MH 3 O'CLOCK ACTIVE

Observation photos (3)

  • General Observation - INVERT BROKEN AT MH

    0 ft. - General Observation - INVERT BROKEN AT MH

  • Surface Reinforcement Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

    2.1 ft. - Surface Reinforcement Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start

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

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

All inspections of P13630Work order 663060

Observations (18)

DistanceCodeObservation
2.1SRP—
0MWM—
89TFC—
246.4SRP—
218TFC—
2.1DAGS—
246.4DAGS—
61.4TFC—
250.3AMH16 0579
0MGOINVERT BROKEN AT MH
174.1TF—
125.6TF—
250MGOMAG COAT FINISH
2.1MGOMAG COAT START
0MWL—
45.4TF—
0AMH16 0578
0MGOCONNECTION AT MH 3 O'CLOCK ACTIVE

Properties (5)

additional_info
SC352124
custom_field_two
3
customer
LACSD
datetime
2017-09-27T22:24:13-07:00
sewer_category
Gravity