Table_A-1_-_Reach_Recommendation_excerpt_from_TM.pdf
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- HARLEM BADEN PHASE 8 Federal contract opportunity
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- W912P919R0023
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Table A-1 Reach Recommendation Excerpt from TM
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LONG NAME:
PROJECT NAME: Harlem Baden Relief Phase IV (Hebert) Trunk Sewer Rehabilitation
PROJECT NUMBER: 11800
NO.
UPSTREAM
STRUCTURE
DOWNSTREAM
STRUCTURE
ADDRESS NEAREST
UPSTREAM MANHOLE
LENGTH
(LF)
SIZE (IN) MATERIAL COMMENTS RECOMMENDATION
1 16G4-320C 16G4-284C 2835 HAMILTON AVE 425 72 VCP
MODERATE CORROSION, EXPOSED REBAR, EVIDENCE OF I/I, MULTIPLE LEAKS,
STRUCTURAL DAMAGE AT TAP, MINERAL DEPOSITS
LINE PIPE
2 16G4-319C 16G4-320C 2835 HAMILTON AVE 414 60 RCP
MODERATE CORROSION, EXPOSED REBAR, EVIDENCE OF I/I, MULTIPLE LEAKS,
STRUCTURAL DAMAGE AT TAP, MINERAL DEPOSITS
LINE PIPE
3 16G4-0368C 16G4-319C 5980 ST LOUIS AVE 104 84X72 RCP LONGITUDINAL CRACK, EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
4 16G4-0366C 16G4-0369C 5980 ST LOUIS AVE 105 42 RCP EVIDENCE OF I/I, LONGITUDINAL CRACK, MINERAL DEPOSITS
5 16G4-0367C 16G4-0368C 5980 ST LOUIS AVE 89 42 RCP EVIDENCE OF I/I, MINERAL DEPOSITS
6 16G4-0367C 16G4-0369C 5980 ST LOUIS AVE 100 42 RCP EVIDENCE OF I/I, LONGITUDINAL CRACK, MULTIPLE LEAKS, MINERAL DEPOSITS
7 16H3-0247C 16G4-0366C 1900 KIENLEN AVE 163 42 RCP MULTIPLE LEAKS, LONGITUDINAL CRACK, EVIDENCE OF I/I, MINERAL DEPOSITS
8 16H3-0248C 16G4-0367C 1900 KIENLEN AVE 137 42 RCP HOLE, LARGE SOIL VOID, EVIDENCE OF I/I, MINERAL DEPOSITS
9 16H3-0248C 16G4-0367C 1900 KIENLEN AVE 140 42 RCP
EVIDENCE OF I/I, MULTIPLE LEAKS, STRUCTURAL DAMAGE AT TAP, MINERAL
DEPOSITS
10 16H3-077C 16G4-0248C 1900 KIENLEN AVE 137 72 RCP EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
11 16H3-076C 16H3-077C 1900 KIENLEN AVE 262 72 RCP EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
12 16H3-009C 16H3-076C 1907 KIENLEN AVE 213 60 RCP SLUDGE/SAND/GRIT, MODERATE CORROSION LINE PIPE
13 16H3-008C 16H3-009C 1907 KIENLEN AVE 87.0 48X48 RCB SLUDGE/SAND/GRIT, MODERATE CORROSION, EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
14 16H3-007C 16H3-008C 1907 KIENLEN AVE 145 60X60 RCB SLUDGE/SAND/GRIT, EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
15 16H3-006C 16H3-007C 1907 KIENLEN AVE 93 60X60 RCB SLUDGE/SAND/GRIT, MODERATE CORROSION, EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
16 16H3-004C 16H3-006C 1905 KIENLEN AVE 257.0 60X60 RCB EVIDENCE OF I/I, MODERATE CORROSION, MINERAL DEPOSITS LINE PIPE
17 16H2-100C 16H3-004C 6264 ST LOUIS AVE 477 60X60 RCB SLUDGE/SAND/GRIT, EVIDENCE OF I/I, MINERAL DEPOSITS LINE PIPE
18 16H2-030C 16H2-100C 6300 ST LOUIS AVE 630 48X48 RCP
SLUDGE/SAND/GRIT, SEVERE CORROSION, EVIDENCE OF I/I, MULTIPLE LEAKS,
MINERAL DEPOSITS
LINE PIPE
19 16H2-029C 16H2-030C 6401 LESCHEN AVE 16 36 RCP LIGHT DETERIORATION
ADD TO UPSTREAM
REHAB PROJECT
20 16H2-031C 16H2-030C 6401 LESCHEN AVE 10 24 RCP LIGHT DETERIORATION
ADD TO UPSTREAM
REHAB PROJECT
21 16G4-234C 16G4-250C 3100 GOODFELLOW BLVD 565 78x96 CON
MINIMAL SAND/GRIT, EVIDENCE OF I/I, DAES THROUGHOUT. BEND (<15 DEGREES)
TBI, LEAKS, LIGHT AND HEAVY MINERAL DEPOSITS
LINE PIPE
23 16G4-237C 16G4-234C 2901 GOODFELLOW BLVD 125 78x96 CON MINIMAL SAND/GRIT, GRADE 1 LEAK, MODERATE BEND 8' TO 108' (15-45 DEGREES) LINE PIPE
24 16G4-250C 16G4-258C 5701 GREER AVE 585 78x96 CON
MINIMAL SAND/GRIT, SLIGHT EVIDENCE OF I/I THROUGHOUT. BEND 13' - 36' (<15
DEGREES). HOLE, EXPOSED REBAR (139'), MULTIPLE LEAKS (DRIPPERS, RUNNERS),
TBIS, BEND 447' - 536
LINE PIPE
25 16G4-258C 16G4-260C 5615-43 ASHLAND AVE 97 78x96 CON
MINIMAL SAND/GRIT, SLIGHT EVIDENCE OF I/I, DAES THROUGHOUT. LEAK (DRIPPER)
AT 47'.
LINE PIPE
26 16G4-280C 16G4-265C 2901 GOODFELLOW BLVD 159 72x84 CON
MINIMAL SAND/GRIT, EVIDENCE OF I/I, INFILTRATION STAINS THROUGHOUT. HEAVY
LEAK (RUNNER) AT 154'
LINE PIPE
27 16G4-265C 16G4-237C 2901 GOODFELLOW BLVD 355 72x84 CON
MINIMAL SAND/GRIT, EVIDENCE OF I/I, INFILTRATION STAINS THROUGHOUT. HEAVY
LEAK (RUNNER) AT 154', PIPE SIZE CHANGE AT 92'.
LINE PIPE
28 16G4-284C 16G4-281C 2835 HAMILTON AVE 503 72x84 CON LIGHT DETERIORATION, MINIMAL SAND/GRIT, EVIDENCE OF I/I THROUGHOUT LINE PIPE
29 16G4-281C 16G4-280C 2901 GOODFELLOW BLVD 125 72x84 CON
MINIMAL SAND/GRIT, EVIDENCE OF I/I THROUGHOUT. LEAK (DRIPPER) WITH
MODERATE DAE AT 250', MODERATE BEND AT 290', LEAK (RUNNER) AT 301', HEAVY
DAES 330 - 400'.
LINE PIPE
30 16G4-293C 16G3-232C 5730-4 GOODFELLOW PL 1057 122x144 CON
SLUDGE/SAND/GRIT (<10%), EVIDENCE OF I/I, MINOR TO LIGHT CORROSION
THROUGHOUT. MODERATE TO SEVERE CORROSION AT 10-15', 51', 729-730', SEVERE
TBI/STRUCTURAL DAMAGE AT 148', MULTIPLE GRADE 1 TO GRADE 3 LEAKS.
LINE PIPE
TOTAL LENGTH (LF) 7575
Table A-1: RECOMMENDATION TABLE
REPLACE WITH 72" 250 LF
NEW PIPE (2 SEGMENTS) -
CONSTRUCT NEW
MANHOLE(S)
jaferguson Polygon jaferguson Text Box Not in Rehab Contract. Will be replaced with Package 4 jaferguson Text Box Not in Rehab Contract. Will be replaced with Package 4 jaferguson Line jaferguson Line jaferguson Text Box Table A-1: RECOMMENDATION TABLE from "Rehabilitation Recommendation Technical Memorandum, Harlem-Baden Relief Phase IV (Hebert) Trunk Sewer Rehabilitation, Project No. 11800", March 22, 2017.
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