ESBD_497318_1773932703246_5_Attachment G_304T-26-830A1.1_Storage Tanks_LOCKED.xlsx

XLSX spreadsheet 47 KB Posted Apr 7, 2026

Attached to: Storage Tanks
Solicitation number: 304T-26-830A1.1
Issued by: Travis County, Austin City, Texas

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Written by GovTribe AI · Apr 8, 2026

This is an Invitation for Bid (IFB) attachment from the Texas Department of Transportation (TxDOT) for the procurement of specialized storage tanks and related equipment under IFB No. 304T-26-830A1.1, with a response deadline of X/X/2026. The solicitation encompasses eleven line items across three primary tank categories: polyethylene tanks for chemical storage, vertical asphalt storage tanks, and a frac tank trailer. Line Items 1 and 2 specify polyethylene tanks designed for brine or herbicide storage, including a 500-525 gallon horizontal tank with two support legs and a 1,235-1,250 gallon elliptical tank with four support legs, with referenced manufacturers including Wylie and Norwesco. Lines 3 through 10 detail eight variations of 8,000-gallon vertical asphalt storage tanks with different voltage specifications (240V single-phase, 240V three-phase, 208V three-phase, and 480V three-phase), each available with or without pump systems, featuring agitators, heating systems, and electrical control panels. Line Item 11 requires a 500-barrel (21,000-gallon) frac tank trailer constructed of steel with a standard fifth-wheel king pin hitch, air brake axle, and DOT-compliant lighting.

The specifications document establishes comprehensive technical requirements for all tank types, including material standards, dimensions, capacity ranges, installation features, and performance standards referencing ASTM testing methods and industry regulations. Polyethylene tanks must meet High-Density Linear Polyethylene (HDLPE) resin specifications with defined density, tensile strength, elongation, environmental stress crack resistance, and vicat softening temperature parameters. Asphalt storage tanks must comply with EPA, OSHA, and ASTM regulations and include factory-installed agitators with heavy-duty motors, heaters capable of maintaining 400°F at minus 10°F ambient temperature, temperature and measuring gauges, electrical control systems with UL listing, and complete operator and service manuals. The frac tank must feature a V-bottom configuration with minimum 0.25-inch steel plate construction, solid welded seams, interior epoxy coating of minimum 18 millimeters, and exterior two-stage paint coating. Respondents are required to complete a detailed checklist for each product offered, entering yes/no responses and providing required information in designated text boxes to demonstrate compliance with all stated specifications and requirements.

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File	Type	Posted
ESBD_497318_1775668017968_Addendum 1_304T-26-830A1.1_Storage Tanks.pdf	PDF	Jun 23, 2026
ESBD_497318_1775854846675_Addendum 2_304T-26-830A1.1_Storage Tanks.pdf	PDF	Jun 23, 2026
ESBD_497318_1773932617389_3_Attachments A-E_304T-26-830A1.1_Storage Tanks.pdf	PDF	Apr 7, 2026
ESBD_497318_1773932495927_1_Part A_304T-26-830A1.1_Storage Tanks.pdf	PDF	Apr 7, 2026
ESBD_497318_1773932575172_2_Part B_304T-26-830A1.1_Storage Tanks.pdf	PDF	Apr 7, 2026
ESBD_497318_1773932662641_4_Attachment F Warranty_304T-26-830A1.1_Storage Tanks.pdf	PDF	Apr 7, 2026
ESBD_497318_1773932735194_6_Attachment H Exhibits 1-2_304T-26-830A1.1_Storage Tanks.pdf	PDF	Apr 7, 2026
ESBD_497318_1773932791401_7_Mandatory Price Sheet_304T-26-830A1.1_Storage_Tanks.xlsx	XLSX spreadsheet	Apr 7, 2026
ESBD_497318_1773932791827_7_Mandatory Price Sheet_304T-26-830A1.1_Storage_Tanks.xml	XML file	Apr 7, 2026

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1. Instructions

IFB No. 304T-26-830A1.1
Attachment G - Requirements and Specifications
Texas Department of Transportation (TxDOT)
Response Deadline: X/X/2026
*Respondents shall complete the checklist for each product offered. Enter Y-yes or N-no and enter required information in the text box, as applicable.
	Y	N	TEXT
1. Example:

a. ASTM: 12345	1.a.	Y
b. Value:
i. Minimum: 1 g/cm³			1.b.	2	g/cm³
ii. Maximum: 3 g/cm³

2. 830A1.1 Specifications

IFB No. 304T-26-830A1.1
Attachment G - Requirements and Specifications
830A1.1 Storage Tanks
Texas Department of Transportation (TxDOT)
*Respondents shall complete the checklist for each product offered. Enter Y-yes or N-no and enter required information in the text box, as applicable.
*Respondents shall complete the checklist for each product offered. Enter Y-yes or N-no and enter required information in the text box, as applicable.
		Y	N	TEXT
Line Item 1: Tank, Polyethylene, Horizontal Leg, 500-525 Gallons (EXHIBIT 1, Attach. H, Pg. 2)
Referenced Manufacturer/Model No. or Approved Equal: Wylie (Custom), Norwesco (Custom)
Specifications and Requirements
A. Designed for brine or herbicide chemical storage at atmospheric pressure, ambient temperature and mobile service for use with chemicals weighing at least 12 pounds per gallon	A.
B. Not Acceptable: Laminated Tanks	B.
C. Material: Resin Classification - High Density Linear Polyethylene (HDLPE) resin	C.
D. Wall Thickness: The wall thickness of the tank is to be designed for 1.5-1.9 specific gravity based upon based upon 600 Pounds per Square Inch (PSI) hoop stress at 100°F	D.
E. Resin Requirements:
Reference Brand or Equal: ExxonMobil Chemical
1. Density (Resin)
a. ASTM: D1505	E.1.a.
b. Value:
i. Minimum: 0.941 g/cm³			E.1.b.		g/cm³
ii. Maximum: 0.948 g/cm³
2. Tensile (Yield Stress 2 in/min.)
a. ASTM: D638	E.2.a.
b. Value: Minimum 3000 Pounds per Square Inch (PSI)			E.2.b.		PSI
3. Elongation at Break (2 in/min.)
a. ASTM: D638	E.3.a.
b. Value: >1000%			E.3.b.		%
4. Environmental Stress Crack Resistance (ESCR) (100% IGEPAL, Cond. A, F50)
a. ASTM: D1693	E.4.a.
b. Value: 550 hours			E.4.b.		Hours
5. Environmental Stress Crack Resistance (ESCR) (10% IGEPAL, Cond. A, F50)
a. ASTM: D1693	E.5.a.
b. Value: 55 hours			E.5.b.		Hours
6. Vicat Softening Temperature (VST)
a. ASTM: D1525	E.6.a.
b. Value: Minimum 235°F			E.6.b.		°F
7. Flexural Modulus
a. ASTM: D790, Option B	E.7.a.
b. Value: Minimum 130,000 Pounds per Square Inch (PSI)			E.7.b.		PSI
F. Capacity:
1. Minimum: 500 gallons			F.		Gallons
2. Maximum: 525 gallons
G. Dimensions:
1. Height
a. Minimum: 48 inches			G.1.		Inches
b. Maximum: 60 inches
2. Diameter
a. Minimum: 48 inches			G.2.		Inches
b. Maximum: 50 inches
3. Length
a. Minimum: 71 inches			G.3.		Inches
b. Maximum: 75 inches
H. Legs:
1. Two, shall extend the entire width of the tank at the base	H.1.
2. For support, with molded-in quarter section and interior baffles to reduce sloshing	H.2.
I. Construction:
1. Molded fabrication process; molded with white opaque pigment	I.1.
2. The finish shall be UV resistant	I.2.
J. Access Port:
1. Centered on top	J.1.
2. Inside Diameter:					Inches
a. Minimum: 16 inches			J.2.
b. Maximum: 18 inches
3. Must be located at the tank’s longitudinal midpoint	J.3.
4. Shall be equipped with covered fill opening located in the center of the access port lid	J.4.
K. Access Port Lid:
1. Access port lid shall fit snugly	K.1.
2. Lid shall not require the use of a hold-down device such as clips, bands, or straps	K.2.
L. Agitation Line:
1. Factory installed and completely assembled.	L.1.
2. ¾ inch pipe	L.2.
3. Agitator housing nozzles shall be nylon or other chemically compatible material	L.3.
4. All plumbing from the bottom of the tank to the agitator nozzles shall be stainless steel	L.4.
5. Connections shall not separate during operation	L.5.
M. Female Pipe Thread (FPT) Bulkhead Outlet:
1. Upper bulkhead outlet 1 ½ inch Inside Diameter (ID)	M.1.
2. Outlet must have a stainless steel plug insert for transport	M.2.
3. Bulkhead Fitting:
a. Shall be bolt-on 316 stainless steel	M.3.a.
b. With seals	M.3.b.
4. External Fittings:
a. Shall be installed with polyethylene gaskets	M.4.a.
b. Externally coated with sealant, to prevent leakage	M.4.b.
N. Female Pipe Thread (FPT) Primary Suction Outlet:
1. 1 ½ inch bulkhead fitting located in the bottom center of the tank	N.1.
2. Outlet must have a stainless steel plug insert for transport	N.2.
3. Bulkhead Fitting:
a. Shall be bolt-on 316 stainless steel	N.3.a.
b. With seals	N.3.b.
4. External Fittings:
a. Shall be installed with polyethylene gaskets	N.4.a.
b. Externally coated with sealant, to prevent leakage	N.4.b.
O. Anti-Vortex Plate:
1. Factory installed over the bottom outlet	O.1.
2. Shall be designed so that flow from the tank is not restricted	O.2.
3. All outlets and inlets shall be reinforced in accordance with industry standard	O.3.
P. Calibration Scales:
1. Molded on each end of the tank marked in 25 gallon increments	P.1.
2. Rectangular Strip:
a. Painted over the length of the scales	P.2.a.
b. Color: Black	P.2.b.
c. Size:
i. Minimum: 2 inches		P.2.c.			Inches
ii. Maximum: 4 inches
3. The molded markings of the scales shall be painted or sanded in relief to stand out in contrast to the black strip	P.3.
4. Shall accurately measure the volume of the liquid inside the tank	P.4.
Q. Sight Gauges:
1. Located on each end of the tank for quick reference to the level of liquid in the tank	Q.1.
2. Shall work in conjunction with the required scales	Q.2.
R. Hold Down Bands:
1. To secure support legs of the tank to the truck bed	R.1.
2. Size:
a. Minimum: 1 inch			R.2.		Inches
b. Maximum: 2 inches
3. Galvanized or painted steel bent to the specific radius of the tank.	R.3.
4. Shall have a welded mount foot at each end with pre-drilled 5/8 inch holes	R.4.

Line Item 2: Tank, Polyethylene, Elliptical Leg, 1235 – 1250 Gallons (EXHIBIT 2, Attach. H, Pg. 3)
Referenced Manufacturer/Model No. or Approved Equal: Wylie (Custom), Norwesco (Custom)
Specifications and Requirements
A. Designed for brine or herbicide chemical storage at atmospheric pressure and ambient temperature.	A.
B. Not Acceptable: Laminated Tanks	B.
C. Material: Resin Classification - High Density Linear Polyethylene (HDLPE) resin	C.
D. Wall Thickness: The wall thickness of the tank is to be designed for 1.5-1.9 specific gravity based upon 600 Pounds per Square Inch (PSI) hoop stress at 100°F	D.
E. Mobile Service: For use with chemicals weighing at least 12 pounds per gallon	E.
F. Resin Requirements:
Reference Brand or Equal: ExxonMobil Chemical
1. Density (Resin)
a. ASTM: D1505	F.1.a.
b. Value:
i. Minimum: 0.941 g/cm³			F.1.b.	g/cm³
ii. Maximum: 0.948 g/cm³
2. Tensile (Yield Stress 2 in/min.)
a. ASTM: D638	F.2.a.
b. Value: Minimum 3000 Pounds per Square Inch (PSI)			F.2.b.	PSI
3. Elongation at Break (2 in/min.)
a. ASTM: D638	F.3.a.
b. Value: >1000%			F.3.b.	%
4. Environmental Stress Crack Resistance (ESCR) (100% IGEPAL, Cond. A, F50)
a. ASTM: D1693	F.4.a.
b. Value: 550 hours			F.4.b.	Hours
5. Environmental Stress Crack Resistance (ESCR) (10% IGEPAL, Cond. A, F50)
a. ASTM: D1693	F.5.a.
b. Value: 55 hours			F.5.b.	Hours
6. Vicat Softening Temperature (VST)
a. ASTM: D1525	F.6.a.
b. Value: Minimum 235°F			F.6.b.	°F
7. Flexural Modulus
a. ASTM: D790, Option B	F.7.a.			PSI
b. Value: Minimum 130,000 Pounds per Square Inch (PSI)			F.7.b.
G. Capacity:
1. Minimum: 1,235 gallons			G.	Gallons
2. Maximum: 1,250 gallons
H. Dimensions:
1. Height
a. Minimum: 48 inches			H.1.	Inches
b. Maximum: 60 inches
2. Diameter
a. Minimum: 65 inches			H.2.	Inches
b. Maximum: 70 inches
3. Length
a. Minimum: 125 inches			H.3.	Inches
b. Maximum: 128 inches
I. Legs:
1. Four, shall extend the entire width of the tank at the base	I.1.
2. For support, with molded-in quarter section and interior baffles to reduce sloshing	I.2.
J. Construction:
1. Molded fabrication process; molded with white opaque pigment	J.1.
2. The finish shall be UV resistant	J.2.
K. Access Port:
1. Centered on top	K.1
2. Inside Diameter:				Inches
a. Minimum: 16 inches			K.2.
b. Maximum: 18 inches
3. Preferred location towards either end of the top of the tank; lids placed at the tanks longitudinal midpoint are acceptable	K.3.
4. Shall be equipped with covered fill opening located in the center of the access port lid	K.4.
L. Access Port Lid:
1. The access port lid shall fit snugly	L.2.
2. Lid shall not require the use of a hold-down device such as clips, bands, or straps	L.3.
M. Agitation Line:
1. Factory installed and completely assembled	M.1.
2. ¾ inch pipe	M.2.
3. Agitator housing nozzles shall be nylon or other chemically compatible material	M.3.
4. All plumbing from the bottom of the tank to the agitator nozzles shall be stainless steel	M.4.
5. Connections shall not separate during operation	M.5.
N. Female Pipe Thread (FPT) Bulkhead Outlet:
1. Upper bulkhead outlet 1 ½ inch Inside Diameter (ID)	N.1.
2. Outlet must have a stainless steel plug insert for transport	N.2.
3. Bulkhead Fitting:
a. Shall be bolt-on 316 stainless steel	N.3.a.
b. With seals	N.3.b.
4. External Fittings:
a. Shall be installed with polyethylene gaskets	N.4.a.
b. Externally coated with sealant, to prevent leakage	N.4.b.
O. Female Pipe Thread (FPT) Primary Suction Outlet:
1. 1 ½ inch bulkhead fitting located in the bottom center of the tank	O.1.
2. Outlet must have a stainless steel plug insert for transport	O.2.
3. Bulkhead Fitting:
a. Shall be bolt-on 316 stainless steel	O.3.a.
b. With seals	O.3.b.
4. External Fittings:
a. Shall be installed with polyethylene gaskets	O.4.a.
b. Externally coated with sealant, to prevent leakage	O.4.b.
P. Anti-Vortex Plate:
1. Factory installed over the bottom outlet	P.1.
2. Shall be designed so that flow from the tank is not restricted	P.2.
3. All outlets and inlets shall be reinforced in accordance with current industry standard	P.3.
Q. Calibration Scales:
1. Molded on each end of the tank marked in 200 gallon increments from 200 gallons to 1200 gallons	Q.1.
2. Rectangular Strip:
a. Painted over the length of the scales	Q.2.a.
b. Color: Black	Q.2.b.
c. Size:
i. Minimum: 2 inches		Q.2.c.		Inches
ii. Maximum: 4 inches
3. The molded markings of the scales shall be painted or sanded in relief to stand out in contrast to the black strip	Q.3.
4. Shall accurately measure the volume of the liquid inside the tank	Q.4.
R. Sight Gauges:
1. Located on each end of the tank for quick reference to the level of liquid in the tank	R.1.
2. Shall work in conjunction with the required scales	R.2.
S. Hold Down Bands
1. To secure the four support legs of the tank to the truck bed	S.1.
2. Size:
a. Minimum: 1 inch			S.2.	Inches
b. Maximum: 2 inches
3. Galvanized or painted steel bent to the specific radius of the tank	S.3.
4. Shall have a welded mount foot at each end with pre-drilled 5/8 inch holes	S.4.

Lines 3 - 10: Vertical Asphalt Storage Tanks
Referenced Manufacturer/Model No. or Approved Equal: Dura Tank 8000 Gallon (Custom)
Specifications and Requirements
A. Tank, 8000 gallon, Vertical Asphalt Storage
1. The tank specifications shall meet EPA, OSHA and ASTM regulations	A.1
B. Dimensions, excluding the steel base or the safety cage:
1. Diameter Maximum: 10 feet		B.1.	ft
2. Height Maximum: 25 feet		B.2.	ft
C. Plate Steel Thickness: ¼ inch	C.
D. All seams shall be electrically welded, inside and outside	D.
E. All vertical seams shall be staggered or offset	E.
F. Insulation with a minimum R-12 rating, with waterproof rock wool, urethane foam or fiberglass covered by a minimum 16-gauge weatherproof steel jacket	F.
G. Mounted on a 5-1/2 foot platform type framework	G.
H. Manways:
1. Weatherproof	H.1.
2. Quantity: Two openings	H.2.
3. Diameter: Circular 24 inches, or Square 24 inches each side	H.3.
4. One shall be located on the top with a quick-opening lockable hinged insulated cover	H.4.
5. One shall be located 12 inches from the bottom of the tank with a bolted cover that has a separate insulated cover	H.5.
I. External Ladder:
1. OSHA-approved	I.1.
2. Ladder cage and handrails for access to the top of the tank	I.2.
3. A toe guard shall be provided with all handrails	I.3.
J. Overflow and Vent Standpipe
1. Diameter: 4 inches	J.1.
a. Must extend 1 inch above the top of the rated fluid level	J.1.a
b. The tank top shall be 4 inches above the rated fluid level	J.1.b
K. The standpipe shall attach to the inside tank wall	K.
L. The bottom outlet shall be threaded and extend out from the bottom of the tank	L.
M. Measuring Gauge:
1. Built-in for measuring quantity of liquid that shall be legible from ground level	M.1.
2. Gauge calibration shall be in minimum 100 gallon to maximum 200 gallon increments	M.2.
3. This gauge shall indicate the full level of the tank	M.3.
N. Temperature Gauge:
1. Diameter: 4 inches	N.1.
2. Dial typeface sized and positioned for visibility from ground level with a minimum range of 50°F to 450°F	N.2.
3. Gauge shall have an accuracy of +/- 1°F	N.3.
O. Storage tanks must be electrostatically grounded to ensure the safety of personnel and equipment	O.
P. Agitator:
1. Heavy duty, timed for circulating all types of liquid asphalt	P.1.
2. Motor:
a. Minimum 1 Horsepower (HP)		P.2.a.	HP
b. Totally enclosed, fan cooled (TEFC)	P.2.b.
c. Operating on either: 240 volt single-phase, 240 volt three-phase, 208 volt three-phase, or 480 volt three-phase	P.2.c.
3. Motor shall be mounted outside the tank for easy accessibility	P.3.
4. Agitator RPM settings compatible with all types of asphalts and emulsions and shall agitate the tank contents at intervals appropriate without causing viscosity breakdown, foaming, or other undesirable affects	P.4.
5. Axial Flow Impeller:
a. Quantity: One	P.5.a.
b. Diameter Minimum: 72 inches		P.5.b.	Inches
c. Blades: Two or three blade versions are acceptable	P.5.c.
d. Shall be complete with hub and blades	P.5.d.
e. Constructed of carbon steel	P.5.e.
6. Low-Level Sensor that must prevent the agitator from operating if the asphalt level drops below the tank manufacturer’s predetermined level	P.6.
7. Low Temperature Sensor and Controller:
a. Dial typeface sized and positioned for visibility from ground level with a minimum range of 50 °F to 450 °F	P.7.a.
b. Sensor must prevent agitator from operating in the event the asphalt temperature drops below a preset temperature	P.7.b.
8. Timer to retain programming in case of a power outage	P.8.
a. Multi-functional	P.8.a
b. Fully programmable (Seven day, 24 hours)	P.8.b.
Q. A weatherproof enclosure for the motor, belt, gear(s), pulleys, and agitator shaft	Q
1. Grease fittings located at ground level, even for the top mounted agitator motor and gears	Q.1.
R. Electrical Control Box and Electric Panel:
1. Be mounted on the tank stand, for easy accessibility from the ground	R.1.
2. Electrical control and devices shall be terminated in a weatherproof control panel	R.2.
3. All connections shall be in accordance with NEMA and NEC electrical standards	R.3.
4. Control box and panel shall be UL listed and approved	R.4.
5. A master control switch which controls power to all electrical functions shall be mounted on the exterior of the control box door	R.5.
6. A heat indicator light indicating when heater is on shall be located on exterior of control box door	R.6.
7. A 115 volt Ground Fault Circuit Interrupter (GFCI) receptacle used to power lights or power hand tools up to 15 amperes	R.7.
8. A forward, off, and reverse pump switch installed on exterior of control box door, if tank is equipped with a pump	R.8.
9. A timer for the agitator located inside or on the control box	R.9.
10. An adjustable tank heater thermostat located inside the control box with outside readout	R.10.
S. An electric control switch with indicator light for the heater tape on all external piping	S.
T. Asphalt Heaters
1. Quantity: Three	T.1.
2. Minimum 4000 watts	T.2.
3. Operational voltage as specified by line item:
a. 240 volt single-phase, or	T.3.a.
b. 240 volt three-phase, or	T.3.b.
c. 208 volt three-phase, or	T.3.c.
d. 480 volt three-phase	T.3.c.
4. Able to heat and maintain asphalt to 400°F when ambient temperature is -10°F	T.4.
5. Dial typeface sized and positioned for visibility from ground level with a minimum range of 50 °F to 450 °F	T.5.
6. The controller shall have two readouts, one showing desired (set point) temperature and the other showing actual temperature	T.6.
7. Thermostat, indicator type, with adjustable temperature control and adjustable backup safety thermostat, both with an accuracy of +/- 1°F	T.7.
8. Temperature sensing bulb for the thermostat shall be mounted in a dry well for easy removal and replacement	T.8.
9. Installed so that tank will not have to be drained for heaters to be removed for maintenance	T.9.
10. Automatic safety interlock switch to turn off heaters in case of low asphalt	T.10.
11. Provide a manual override so that tank can be pre-heated two hours before it is filled	T.11.
12. Plumbing, insulation and electrical heating system:
a. Fill and Drainpipe Diameters: 3 inches	T.12.a.
b. All pipe ends shall be equipped with quick couplers and quick release end caps	T.12.b.
c. All piping shall be insulated to a minimum R-12 rating, with waterproof rock wool, urethane foam or fiberglass and covered with a minimum 16-gauge weatherproof steel jacket	T.12.c.
d. Exposed piping shall be heated using 120-volt electrical heating tape that is thermostatically controlled from the control box	T.12.d.
e. All valves shall have a permanent decal or metal plate with etched, raised, or stamped letters to identify valve and indicate closed position	T.12.e.
U. Electric Asphalt Pump System – (Only applies to Line Items 3-6)
1. Shall be designed to handle all grades of liquid asphalt	U.1.
2. One 3 inch suction port and one 3 inch discharge port designed for 200°F to 400°F temperatures and service at 200 Gallon Per Minute (GPM), 400 Revolutions Per Minute (RPM) flow rate	U.2.
3. One 1 inch cock valve must be provided in each line as close to the tank ball valves as possible for ease of back sucking lines	U.3.
4. The other end of these lines shall be set up for standard quick coupling connections with quick release end caps	U.4.
5. One pressure relief valve or bypass arrangement to eliminate danger of excessive pressure in the lines and on the pump when filling the tank through the tank pump. Must permit bypass of material when tank valve(s) is closed, and the tank pump is running	U.5.
6. Strainer(s) with a 1/4 inch weave readily accessible for cleaning installed in the pump’s intake line(s) to prevent foreign objects from entering and damaging the pump	U.6.
7. One motor for the pump, 10 Horsepower (HP), Totally Enclosed Fan Cooled (TEFC)	U.7.
8. One separate, 3 inch diameter loading and unloading gravity discharge line with 3 inch ball valve located close to the tank, with pipe extended so that a 5 gallon bucket can be located under the end connection	U.8.
9. The end connections shall consist of a quick coupling connection and a quick release end cap	U.9.
10. One 1 inch cock valve shall be provided after each ball valve to aid in suck back operation	U.10.
11. Plumbing system valve and piped to:
a. Drain and fill tank using the pump	U.11.a.
b. Drain and fill tank without going through the pump	U.11.b.
c. Drain pump and lines without draining tank	U.11.c.
12. Tank Valves:
a. All 3 inch tank valves located as close to tank as possible	U.12.a.
b. One 1 inch cock valve shall be installed after the 3 inch in-line tank valves	U.12.b.
c. The 1 inch valve shall be used for line cleaning suck back operations	U.12.c.
V. Manuals:
1. The Contractor will be required to provide two original illustrated part documents, operator's manual, and service manual with each unit (Either hard copy or electronic is acceptable)	V.1.
2. The manual(s) shall include, at minimum, all appropriate manuals for the pumps, motors, heaters, plumbing and insulation	V.2.
3. It is requested, but not required, that the manuals be printed on recycled paper	V.3.
Line 3: Vertical Asphalt Storage Tanks, 8000 Gallon, 240 Volt
Specifications and Requirements
A. Operational Voltage: 240 Volt, Single Phase	A.
B. With Pump	B.

Line 4: Vertical Asphalt Storage Tanks, 8000 Gallon, 240 Volt
Specifications and Requirements
A. Operational Voltage: 240 Volt, Three Phase	A.
B. With Pump	B.

Line 5: Vertical Asphalt Storage Tanks, 8000 Gallon, 208 Volt
Specifications and Requirements
A. Operational Voltage: 208 Volt, Three Phase	A.
B. With Pump	B.

Line 6: Vertical Asphalt Storage Tanks, 8000 Gallon, 480 Volt
Specifications and Requirements
A. Operational Voltage: 480 Volt, Three Phase	A.
B. With Pump	B.

Line 7: Vertical Asphalt Storage Tanks, 8000 Gallon, 240 Volt
Specifications and Requirements
A. Operational Voltage: 240 Volt, Single Phase	A.
B. Without Pump	B.

Line 8: Vertical Asphalt Storage Tanks, 8000 Gallon, 240 Volt
Specifications and Requirements
A. Operational Voltage: 240 Volt, Three Phase	A.
B. Without Pump	B.

Line 9: Vertical Asphalt Storage Tanks, 8000 Gallon, 208 Volt
Specifications and Requirements
A. Operational Voltage: 208 Volt, Three Phase	A.
B. Without Pump	B.

Line 10: Vertical Asphalt Storage Tanks, 8000 Gallon, 480 Volt
Specifications and Requirements
A. Operational Voltage: 480 Volt, Three Phase	A.
B. Without Pump	B.

Line 11: Tank, Frac, 500 Barrel (21,000 Gal)
Referenced Manufacturer/Model No. or Approved Equal: Dragon, FTCATW500 or Wichita Tank, Smooth Wall 500 BBL
Specifications and Requirements
A. Constructed of steel	A.
B. Capacity: 500 barrel	B.
C. Equipped with:
1. Safety ladder	C.1.
2. Standard 5th wheel king pin hitch	C.2.
3. One (1) axle with air brakes	C.3.
a. Capacity: Minimum 22,500 pounds		C.3.a	Pounds
b. Capacity: Maximum 25,000 pounds		C.3.b
4. Wheels
a. Wheels and tires must be appropriately sized for intended use	C.4.a.
5. Standard DOT compliant amber lights:	C.5.
a. Rear turn lights	C.5.a.
b. Rear brake lights	C.5.b.
c. Clearance lights	C.5.c.
d. Marker or running lights	C.5.d.
D. Dimensions:
1. Length: Minimum 40 feet		D.1.	Feet
2. Width:
a. Minimum 8 feet		D.2.	Feet
b. Maximum 9 feet
3. Height:
a. Minimum 8 feet		D.3.	Feet
b. Maximum 12 feet
E. Top of tank:
1. Flat	E.1.
2. Minimum 0.25 inches thick		E.2.	Inches
3. Solid welded	E.3.
4. Equipped with channel supports	E.4.
F. Bottom of tank:
1. V-bottom	F.1.
a. Thickness: Minimum 0.25 inches		F.1.	Inches
b. Thickness: Maximum 3 inches
G. Interior Floor:
1. Composed of a steel plate measuring a minimum of 0.25 inches thick		G.1.	Inches
2. Solid welded	G.2.
3. Equipped with side channel supports	G.3.
H. Walls:
1. Composed of a steel plate measuring a minimum of 0.25 inches thick		H.1.	Inches
2. Solid welded	H.2.
3. Equipped with at least three support channels	H.3.
4. Tank Front: The front of the tank must have:
a. Minimum 0.25 inch thick steel plate		H.4.a.	Inches
b. One (1) manway	H.4.b.
i. Minimum 21 inches		H.4.b.	Inches
ii. Maximum 25 inches
c. One (1) level gauge	H.4.c.
d. One (1) drain valve	H.4.d.
e. One (1) fill pipe	H.4.e.
5. Tank Rear: The rear of the tank must have:
a. Minimum 0.25 inch thick steel plate		H.5.a.	Inches
b. One (1) each drain valve	H.5.b.
6. Coatings:
a. Interior Minimum: 18 millimeter Epoxy, sandblasted	H.6.a.
b. Exterior Minimum: 2-Stage paint	H.6.b.

File details come from the government source that posted it. Updated Apr 8, 2026.