Building 134 Flow Test Report.pdf
PDF 2 MB Posted
- Attached to
- Solicitation B134 Renovation Federal contract opportunity
- Solicitation number
- W50S98-24-B-0001
About this file
This document contains a flow test report and related federal contract opportunity. The flow test report details two hydrant flow tests performed on the water distribution system serving Building 134 and surrounding area at McGhee Air Force Base in Knoxville, Tennessee. Test 1 recorded a static pressure of 95 psi, residual pressure of 92 psi, and flow of 1342 gpm. Test 2 recorded a static pressure of 95 psi, residual pressure of 87 psi, and flow of 1424 gpm. Both tests indicate the existing 10-inch water main has sufficient capacity to supply the estimated fire protection flows for the buildings.
The related federal contract opportunity is a solicitation to renovate Building 134. Contractors should send base access requests to the listed military personnel. The Department of the Army Tennessee Army National Guard is the contracting agency. The flow test report and utility drawings will help inform contractors' renovation plans and ensure adequate water infrastructure for fire protection. The response due date is not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| OF 1419 Abstract.pdf | ||
| Bid Opening Sign In Sheet.pdf | ||
| B134 Original Design Drawings.pdf | ||
| Repair B134 Spec - 28 10 05.pdf | ||
| W50S98-24-B-00010001.pdf | ||
| W50S98-24-B-00010001 Conformed Copy.pdf | ||
| Bid Inquiry 53 CORNERGUARD.pdf | ||
| Site Visit W50S98-24-B-0001 24 Jan 24.pdf | ||
| Pre-Bid Slides B134.pptx | PPTX presentation | |
| Site-Visit Minutes B134.pdf | ||
| Repair B134 - Type B-3 - Drawings.pdf | ||
| W50S98-24-B-0001 B134.pdf | ||
| Repair B134 - Type B-3 - Specifications (Div 10-33).pdf | ||
| Repair B134 - Type B-3 - Specifications (Div 01-09).pdf |
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Text version
Heel - .metional, Inc.
1 1 1 1 1 1 1 1 1 I I I 1
SCALE:
A B c
I I I I I I I I I I I I I
100 200 300 400 600 800 700 800 900 Q ' ~ 1000 200 400 800 800 lo00 1200 1400 1600 1800 2000 400 800 1200 1600 2000 2400 2800 3200 3800 4000
FLOW - GPM
I I I I I I I I ! I I I I I I I I I I I I I 1 / 1 1 I I I I I l l 1 I I I I I I I I 1 I I I
10/17/2018
02/01/2019
STATIC PRESSURE 95 PSI
RESIDUAL PRESSURE 92
PSI FLOWING 1342GPM
BUILDING 134 THYSON MCGHEE AFB
KNOXVILLE TN.
INITIAL ESTIMATED FIRE
PROTECTION REQUIREMENTS:
550 GPM AT 40 PSI
HYDRANT TEST #1 FOR BUILDING 134
STATIC HYDRANT 27
FLOW HYDRANT # 29
FLOW TEST SUMMARY REPORT
LOCATION:TN AANG 134 DATE: 10/17/18
TIME: 12:00
Static Hydrant Number: 27 Flowing Hydrant Number: 29 Elevation: 20 Elevation: 0
Dist. Between Hydrants: 100
Diameter of Main: 10
Outlet Diameter: 2.50 in Number flowing: 1 Coeff.: 0.90
Static pressure: 95.00 psi Residual pressure: 92.00 psi
Pitot Reading: 64.00 psi Flow: 1342.8 gpm
Flow at 20 psi: 7648.9 gpm
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
G A G E
P R E S S U R E p s i
15502325 3100 3875 4650 5425 6200 6975 7750FLOW (GPM)
Static Pressure-No Flow-95.00 psi Test Flow-1342.8 gpm-92.00 psi
Avail. Flow @ 20 psi=7648.9 gpm
FLOW TEST SUMMARY REPORT
LOCATION:BUILDING 420 DATE: 10/17/18
TN AANG TIME: 10:00
Static Hydrant Number: 25 Flowing Hydrant Number: 26 Elevation: 0 Elevation: 0
Dist. Between Hydrants: 200
Diameter of Main: 10
Outlet Diameter: 2.50 in Number flowing: 1 Coeff.: 0.90
Static pressure: 95.00 psi Residual pressure: 87.00 psi
Pitot Reading: 72.00 psi Flow: 1424.2 gpm
Flow at 20 psi: 4774.6 gpm
TEST # 2 PERFORMED ON MAIN IMMEDIATLY TO NORTH
OF BUILDING 134 FOR USE WITH BUILDING 420- ILLUSTRATIVE
OF 10" LOOP CAPACITY.
0.0
10.0
20.0
30.0
40.0
50.0
60.0
70.0
80.0
90.0
100.0
G A G E
P R E S S U R E p s i
10001500 2000 2500 3000 3500 4000 4500 5000FLOW (GPM)
Static Pressure-No Flow-95.00 psi
Test Flow-1424.2 gpm-87.00 psi
Avail. Flow @ 20 psi=4774.6 gpm
UTILITIES
W
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W
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10"
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3"
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10"
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WT WT WT WT
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1.50"
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8"
8"
VAULT TREE (4)
WP
WP WP WP WP WP WP
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408 B
410 B
FLOW TEST 1- TEST
HYDRANT # 27
FFLOW TEST 1- FLOW
HYDRANT #29
FLOW TEST 2 -
TEST HYDRANT # 26
FLOW TEST 2-
FLOW HYDRANT #25
EXISTING INCOMING 10"
WATER MAIN
PROPOSED FIRE SPRINKLER
RISER ROOM
HYDRANT NOT OBSERVED
DURING SITE VISIT
UTILITIES
W
D
W
D
W
D
10"
10"
3"
W D
10"
10"
WD WD WD WD WD WD WD
W D
W D
W D
W D
W D
WP WP WP
W P
W P
W P
W P
W P
2"
2"
2"
WP WP
2"
10"
W
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1.50"
2"
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10"
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WT
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W
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WT
WT
W
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WT
W
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10"
10" 10"
W D
W D
W D
W D
W D
W D
W D
W D
WD
8"
10"
W T
W T
W T
WT WT WT
10"
10"10"
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W
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W
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10"
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W
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VAULT TREE (4)
WP
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L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L L
408 B
410 B
WATER PUMP HOUSE
AND STORAGE TANK
FLOW TEST #1
FLOW TEST #2
10 LOOPED UNDERGROUND
WATER MAIN
File details come from the government source that posted it. Updated .