Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Oct 5, 2018, 07:44 AM

  • 29 0262_29 0261 _05102018_004426.mpg

Date
10/05/2018
W/O
729275
Weather
Dry
Operator/Surveyor
B.FUGATE
Sewer ID
Z00550
PipeID
P24166
Time
12:44 AM
Certificate
U-508-7069
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
No Pre-Cleaning
Media Label
K6131
Sewer Name
29 WEST HILL STREET SEWER
City
SIGNAL HILL
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 29
Page No.
03
Purpose
Routine Assessment
Project
RFIR_WO_729275_TV29063_OCT2018
Sewer Type
Gravity
Material
Vitrified Clay Pipe
Shape
Circular
Height
8 in.
Width
8 in.
Upstream MH
29 0261
Downstream MH
29 0262
Dir. of Survey
Upstream
Length Surveyed
326 ft.
Total Length
326 ft.
Structural Index
3
Structural Quick
3100
Structural Rating
3
O&M Index
3
O&M Quick
4212
O&M Rating
10
Overall Index
3
Overall Quick
—
Overall Rating
13
Pipe schematic from manhole 29 0261 to 29 0262
MH: 29 0261MH: 29 0262upstream0 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish0 ft. AMH - Upstream Manhole, Survey Ends - 29 02624 ft. RBL - Roots Ball Lateral, at 10 o'clock, 60 %4 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"9 ft. RFJ - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES53 ft. TFC - Tap Factory Made Capped, at 10 o'clock, -, within 8 inches of joint: NO, 6"76 ft. RFJ - Roots Fine Joint, from 05 to 08 o'clock, within 8 inches of joint: YES114 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"114 ft. RBL - Roots Ball Lateral, at 10 o'clock, 75 %174 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"234 ft. TF - Tap Factory Made, at 10 o'clock, -, within 8 inches of joint: NO, 6"293 ft. TFC - Tap Factory Made Capped, at 11 o'clock, -, within 8 inches of joint: YES, 6"321 ft. CM - Crack Multiple, from 08 to 04 o'clock, within 8 inches of joint: YES, Start326 ft. MWM - Water Mark, 5 %of cross sectional area326 ft. MWL - Water Level, 5 %of cross sectional area326 ft. MGO - General Observation - CONNECTION AT MH 9 OCLOCK326 ft. AMH - Downstream Manhole, Survey Begins - 29 0261

Observation photos (3)

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

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

  • Roots Fine Joint, from 05 to 08 o'clock, within 8 inches of joint: YES

    250 ft. - Roots Fine Joint, from 05 to 08 o'clock, within 8 inches of joint: YES

  • Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

    317 ft. - Roots Fine Joint, at 05 o'clock, within 8 inches of joint: YES

All inspections of P24166Work order 729275

Observations (17)

DistanceCodeObservation
0MWM—
250RFJ—
326CM—
317RFJ—
33TFC—
326AMH29 0262
0MWL—
0MGOCONNECTION AT MH 9 OCLOCK
273TFC—
152TF—
322RBL—
322TF—
212TF—
212RBL—
0AMH29 0261
5CM—
92TF—

Properties (6)

additional_info
SC364850
custom_field_two
3
customer
LACSD
datetime
2018-10-05T00:44:03-07:00
documentation
PROPIPE
is_lateral_inspection
false