Sanitation Districts of Los Angeles Countyt4 Spatial
Wastewater/Activity/PacpInspection/1.0Feb 25, 2016, 08:45 AM

  • 15 0775_15 0774_2252016_005511.mp4

Date
02/25/2016
W/O
0552373
Weather
Dry
Operator/Surveyor
MARTIN
Sewer ID
Z00593
PipeID
P12976
Time
12:45 AM
Certificate
U-1014-0602543
System Owner
LACSD
Date Cleaned
—
Pre-Cleaning
Not Known
Media Label
H0066
Sewer Name
15 ARCADIA-SIERRA MADRE TRUNK, SECTS 2&5
City
ARCADIA
Loc. details
Light Highway
Location Code
C
Use of Sewer
Sanitary Sewer
District
District 15
Page No.
04
Purpose
Capital Improvement Program Assesment
Project
20160224MDM_ARCADIA_SIERRA_MADRE_TRUNK_SECTS_2_5
Material
NRCP
Shape
Circular
Height
15 in.
Upstream MH
15 0774
Downstream MH
15 0775
Dir. of Survey
Upstream
Length Surveyed
135.6 ft.
Total Length
135.6 ft.
Structural Index
3
Structural Quick
4331
Structural Rating
19
O&M Index
3
O&M Quick
4132
O&M Rating
13
Overall Index
3
Overall Quick
—
Overall Rating
32
Pipe schematic from manhole 15 0774 to 15 0775
MH: 15 0774MH: 15 0775upstream0 ft. MSA - Survey Abandoned - 60% ROOTS0.3 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.3 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - PEELING CONCRETE0.3 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Finish - SEVERE AGG0.9 ft. RBJ - Roots Ball Joint, from 07 to 04 o'clock, 75 %, within 8 inches of joint: YESR0.9 ft. MGP - General Photograph26.5 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG36.2 ft. TF - Tap Factory Made, at 02 o'clock, -, within 8 inches of joint: YES, 6" - Capped40.1 ft. TFD - Tap Factory Made Defective, at 10 o'clock, -, within 8 inches of joint: YES, 5" - Open-95% ROOTS40.1 ft. RMC - Roots Medium Connection, from 07 to 10 o'clock, 25 %, within 8 inches of joint: YES53.8 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE61.4 ft. RMJ - Roots Medium Joint, from 08 to 04 o'clock, 35 %, within 8 inches of joint: YESR - FINE ROOTS85.5 ft. RFJ - Roots Fine Joint, from 08 to 02 o'clock, within 8 inches of joint: YESR - 3%103.7 ft. SAM - Surface Aggregate Missing, from 12 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG PEELING CONCRETE127.1 ft. SSS - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE127.1 ft. SAM - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AQGG133.6 ft. SAP - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG135.6 ft. AMH - Downstream Manhole, Survey Begins - 12:45AM135.6 ft. MGO - General Observation - Conn. @ Mh, 9 O' Clock. Active135.6 ft. MWM - Water Mark, 20 %of cross sectional area135.6 ft. MGO - General Observation - Conn. @ Mh, 3 O' Clock. Active135.6 ft. MWL - Water Level, 10 %of cross sectional area

Observation photos (9)

  • Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

    2 ft. - Surface Aggregate Projecting, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AGG

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE

    8.5 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - PEELING CONCRETE

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AQGG

    8.5 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES, Start - SEVERE AQGG

  • Surface Aggregate Missing, from 12 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG PEELING CONCRETE

    31.9 ft. - Surface Aggregate Missing, from 12 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG PEELING CONCRETE

  • Roots Medium Joint, from 08 to 04 o'clock, 35 %, within 8 inches of joint: YESR - FINE ROOTS

    74.2 ft. - Roots Medium Joint, from 08 to 04 o'clock, 35 %, within 8 inches of joint: YESR - FINE ROOTS

  • Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

    81.8 ft. - Surface Spalling, from 08 to 04 o'clock, within 8 inches of joint: NO - PEELING CONCRETE

  • Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

    109.1 ft. - Surface Aggregate Missing, from 08 to 04 o'clock, within 8 inches of joint: YES - SEVERE AGG

  • Roots Ball Joint, from 07 to 04 o'clock, 75 %, within 8 inches of joint: YESR

    134.7 ft. - Roots Ball Joint, from 07 to 04 o'clock, 75 %, within 8 inches of joint: YESR

  • General Photograph

    134.7 ft. - General Photograph

All inspections of P12976Work order 0552373

Observations (22)

DistanceCodeObservation
31.9SAMSEVERE AGG PEELING CONCRETE
95.5TFDOpen-95% ROOTS
95.5RMC—
50.1RFJ3%
0AMH12:45AM
0MGOConn. @ Mh, 9 O' Clock. Active
74.2RMJFINE ROOTS
135.3SAMSEVERE AGG
81.8SSSPEELING CONCRETE
8.5SSSPEELING CONCRETE
135.6MSA60% ROOTS
0MWM—
2SAPSEVERE AGG
134.7RBJ—
134.7MGP—
109.1SAMSEVERE AGG
135.3SSSPEELING CONCRETE
135.3SAPSEVERE AGG
0MGOConn. @ Mh, 3 O' Clock. Active
0MWL—
8.5SAMSEVERE AQGG
99.4TFCapped

Properties (4)

custom_field_three
MISSING SEVERE AGG-PEELING CONCRETE
custom_field_two
2
customer
LACSD
datetime
2016-02-25T00:45:00-08:00