8Mar2017-High_Speed_Tensile_Tester_(HSTT)_PS(Rev_5_8Mar2017).docx

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High Speed Tensile Tester Solicitation
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Purchase Specification for High Speed Tensile tester

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APPENDIX C

DATE: 25Aug2016 Rev 0/25Aug2016

PURCHASE SPECIFICATION

FOR THE

HAFB High Speed Tensile Tester

Prepared By:

Headquarters, Ogden Air Logistics Center (AFMC) 582 MMXS Missile Maintenance Squadron (MXDTA) Hill Air Force Base, CA 84056-5817 Preparer: Erik Thompson/309 MMXG/and, Caleb Trammell/582 MMXS/MXDTA

1 SCOPE

1.1 Purpose. This Purchase Specification (PS) establishes the performance requirements for a High Speed Tensile Tester (HSTT) that will support testing for 1,000 ±100 samples per year. The ram speeds are 0.1 inches per minute to 2000 inches per minute (ipm). Test Frame shall be new, High Speed Tensile tester, utilizing commercial off-the-shelf (COTS) components. Herein, referred to as the HSTT and integrated with a Pressure Vessel capable of temperature limits between -60°F to 200°F and pressure limit between ambient to 2000 psi.

2 APPLICABLE DOCUMENTS

The HSTT described in this PS shall adhere to the standard in accordance with the following documents. The latest dated document shall be the one applicable to this purchase specification. In the event of conflict between the documents referenced herein and the contents of this specification, the contents of this specification shall be considered a superseding requirement. Nothing in this PS shall supersede applicable laws and regulations unless a specific exemption has been obtained and documentation has been provided to both parties.

Government Documents

TO 00-20-14
Air Force Metrology and Calibration Program
MIL-STD-1839D
Department of Defense Standard Practice Calibration and Measurement Requirements

Non-Government Documents

ASTM E4
Standard Practices for Force Verification of Testing Machines
ASTM E2309
Standard Practices for Displacement Verification
ASTM E2658
Standard Practices for Speed Verification
ASTM E83
Standard Practices for Extensometer Verification

3 REQUIREMENTS

3.1 Performance Characteristics

Tensile Tester Capacity

Maximum Applied Force
10,000 lbf or greater
Test Sample Size
1.0-10.0 in (25.4-254 mm)
Rated force at 200 ipm ram speed
3000 lbf
Rated ram speed at 500 lbf force
2000 ipm
Minimum Ram Speed
0.1 in./min (measured ram speed must be consistent, repeatable and have a measured variance less than 0.5%)
Maximum Ram Speed
2000 in./min (measured ram speed must be consistent, repeatable and have a measured variance less than 5%)
Over Force Protection
Capable of 150% of maximum force without breaking
Acceleration
At a minimum accelerate to 500 in./min in less than 0.2 inches
Mechanical Overload Capacity
150% or better
Load Weighing System
Meets or Exceeds the Requirements of the following standard ASTM E4
Load Tare
20% while maintaining full load cell capacity or better

Linear Variable Displacement Transducer (LVDT)

LVDT
Meets or Exceeds the Requirements of the following standard ASTM E2309
Speed accuracy
Meets or Exceeds the Requirements of the following standard ASTM E2658, measured ram speed must be consistent, repeatable and have a measured variance less than 0.5% for speeds 0.1 to 200 ipm, 2% for speeds 250 ipm to 1000 ipm, and 5% for speeds greater than 1000 ipm
Position accuracy
Better than +/- 0.5% of indication (from 1% to 100% range of LVDT)
Position Resolution
±0.5% of reading or 0.0005 in whichever is greater

Pressure Vessel

Pressure requirement
From ambient to 2000 psig
Pressure Transducer Accuracy
+/- 5 psig
Temperature Limits
-60°F to 200°F
Thermocouple Accuracy (System)
+/- 2°F
Internal dimensions of Pressure Vessel
8 inches Minimum and 12 inches Maximum diameter, minimum internal height of 26 inches (needs to handle a 6 inches wide sample without hitting any internal components (i.e. circulation fan or cooling lines))
Corrosion Resistant
Will not rust when exposed to moisture
Through ports
Capable of at least 8 cable ports for data transfer from sensors to controller
Window Ports
Minimum of three: One 2.0 inch diameter port in a position to witness the test area directly in front. Two 2.0 inch diameter ports positioned 45° on each side of the center, in a position so the load frame will not restrict video, light, or laser extensometer.
Port Glass
Optic rated glass
Ram
Minimum 6 inch stroke length
Circulation Fan
A small circulation fan located on the bottom, no more than 3 inches tall, 3 inches wide, and 1.5 inches deep.

Laser Extensometer

Non-Contact Laser
1KHz data rate real time; Meets or Exceeds the requirements of the following standard ASTM E83

Hydraulic Pump

Horsepower/Size
Optimally sized for peak efficiency and performance to allow the test stand to meet the performance characteristics

Chiller

Size
Optimally sized for peak efficiency and performance to allow the Hydraulic pump to run on high for 5 hours without exceeding 105°F or vendor’s maximum allowed temperature for normal test stand operation.
Outside Temperature Limits
Able to operate year-round in outside temperatures as low as 0°F
Oil Cooling system
Independent closed loop cooling unit capable of operating at room temperature, not to exceed 105°F or vendor’s maximum allowed temperature for normal test stand operation

Data Retrieval

Data Rate
Four Channels @ 6000 Hz or better acquisition rate

3.2 Physical Characteristics

Load Frame Design

Frame Height x Width x Depth
Standard- to meet facility door size and floor foot print requirements (see Section 3.3.3 Facility Floor Space)
Weight of Machine
Not to exceed 12 inch concrete capability
Floor Foot Print of Machine
Not to exceed 3 feet by 4 feet
Horizontal Test Space
21 in to 33 in
Total Height of Machine
Not to exceed 14 feet
Vertical Test Space
Not to exceed 50 inches
Ram Drive System
Precision Servo Hydraulic Closed Loop
Ram Travel
Adjustable lower and upper limits, stop and jog control
Force Capacity (Tensile)
Up to 10,000 lbf (44.5 kN) or greater
Actuator Stroke Length
6 in (150 mm) or better
Built-in alarm System
Built-in intelligent pressure, displacement, and load
Emergency shut off
Emergency shutoff switch on the Frame and on the controller Lockout Tagout as described in Section 3.2.1.6 Lockout/Tagout will also be included

Position Measurement LVDT’s

Position Resolution
±0.5% of reading or 0.0005 inches whichever is greater
Speed Accuracy
Measured ram speed must be consistent, repeatable and have a measured variance less than 0.5% for speeds between 0.1 and 200 ipm, 2% for speeds 250 ipm to 1000 ipm, and 5% for speeds greater than 1000 ipm

Hydraulic System

Built-in alarm System
Built-in intelligent hydraulic oil temperature, visual display (visible on operator’s monitor) integrated into control software
Hydraulic Pump
Required to meet frame specifications; (see Section 3.3.3c. Facility Floor Space – hydraulic room)
Close-coupled Hydraulic Service Manifold (HSM)
Minimum required to achieve ram speeds
Close-coupled Accumulator
Minimum required to achieve ram speeds
CE Accumulator Certification
Minimum required to achieve ram speeds
Servo valve Included
Minimum required to achieve ram speeds
Servo valve Manual Shutoff
Required

Load Train

Hydraulic Lifts and Locks
Pressure vessel raised and lowered hydraulically with locks to hold position
Alignment
Required load train alignment verification after frame installation (+/- 0.5°)
Limit Switch
Ram Limit Switch that determines displacement limits that stop the frame

Load Measurement System

Load Cells
3 load cells (50 lbf, 200 lbf, 3000 lbf)
Load Measurement Accuracy
Calibrated in the range of 0.2 to 100% of capacity and accurate to +/- 0.5% of applied load.

Controller Design

Conditioner for addition transducers
Minimum Eight Channels

Controller Handset and mount

Data Rate
Four Channels @ 6000 Hz or better, 8 channels @ 1000Hz or better

Module

Uninterruptible Power Supply
1.5 kVA, 120 V AC, 60 Hz for computer

Preventive Devices and Controls

Anti-vibration Mount
Prevent vibration transmission to the laboratory floor
Signal Noise and Filter
Within data conditioning and signal filtering for operational limits. Filtration for signals traveling through long (̴ 50 ft) cables
Amplitude Control
Provision for full amplitude and mean level control shall be available.
Data Signal Resolution
System resolution should be 19 bit across the complete span of the sensor.
Transducer Filtration
Filtration range is preferred from 0.001 Hz to 1 KHz in increments of 0.001 Hz. Filtration for signals traveling through long (̴ 50 ft) cables
Hydraulic Pump Oil Pressure and Temperature Monitor
Digital Display that continually indicates pressure and temperature; that spans the full range of pressure and temperature. No calibration requirements required, indication only.

Other Requirements

Electrical Connection
460V/3 phase/60Hz, 208 V/3 phase/60 Hz & 120V/ 1 phase/60 Hz

Software

Software Test Suite
Multiple Testing Options, Drag and Drop and other Utilities, Report Generator, hand set integration, extractable data to MS EXCELTM
Microsoft Office Suite
Word, Excel, Power Point (Standalone latest version) not internet access
True strain calculations
External extensometer capability for clip-on, laser or video. Frame needs to be able to use all three options. Feed through would be needed for clip-on, analog 0-10v signal integration for laser or video extensometer data collection.
Multiple Control Options
Capable of controlling using multiple channels, Ram extension, Load, clip-on extensometer, or laser extensometer
Maximum Data Processing Rate
6000Hz or better
Storage and Retrieval of Test Parameters
On stand-alone control computer hard drive

Preprogrammed Requirements

Post Test Analysis
Tensile test program will display at a minimum, a stress vs extension graph and the following data fields; sample name, stress at max, ram extension at max stress, clip-on extensometer at max stress, laser extensometer at max stress, corrected max stress, ram extension at corrected max stress, clip-on extensometer at corrected max stress, laser extensometer at corrected max stress, stress at rupture (user selected point on stress vs extension curve), ram extension at rupture, clip-on extensometer at rupture, laser extensometer at rupture, Young’s Modulus (corrected stress = stress * (1+true strain))
Review Test Results
Preprogramed by contractor to combine post-test analysis for all samples in a given test set.
Test Generator
Develop test routines and test database (should include test software routines) as per international and industrial standards. Preprogramed by contractor for user specific needs, one tensile test module and one stress relaxation test module and the capability to alter and create new test modules by the user.
Input of test data and formatting of test report
Preprogramed test modules need to allow variable temperature, speed, data rate, pressure, and hold time controls as well as adjustable test report fields.
Stress Calculations based on width and thickness or on width entries
Preprogramed by contractor to calculate stress from dimensional inputs supplied by the operator and load data acquired from load cells as well as true stress using clip-on and laser extensometer data.

Stand-alone Desktop Computer Design

Monitor (Widescreen)
High definition, 24 inches or better
Computer
16 GB Ram, 4 GHz, 1TB HDD, 250 GB SSD
Mouse or Pointing Device and Keyboard
Supported by Windows
Machine Communication through
Multiple USB Ports (minimum four) and necessary ports to communicate with the controller
Read-Write DVD Drive
Run Installation DVD
Printer
Windows compatible
Sound Card and Speakers
Windows compatible
Calibration Requirements
Clearly mark all components that are calibrated and in calibration generated reports.
Load Cell
ASTM E4
Laser Extensometer
ASTM E83
LVDTs
ASTM E2309
Pressure Transducer
Industry Standard
Thermocouple
Industry Standard

3.2.1 Maintainability. The HSTT shall have COTS components that require minor in-house and preventive maintenance that is easily accessible and available.

3.2.1.1 Built-In-Self-Test

a. The HSTT shall provide a built-in controller diagnostic capability which shall identify any fault within the HSTT to a single major component, as applicable.

b. Built-in controller diagnostic shall not exceed 10 minutes.

3.2.1.2 Documentation

a. Drawing package. Drawing package shall be comprehensive and include all information required to properly document the HSTT and Pressure Vessel. The package shall include, but is not limited to, all drawings, part lists, specifications and written instructions. CDRL A011.

(1) Drawings shall be legible when printed on a 1nax paper size of ANSI D (22" x 34") and ANSI "B" (11" x 17").

(2) The drawing sub-package shall be provided in two electronic formats and in a printed and bound hard copy. The electronic formats shall be in both Adobe PDF and CAD formats. The CAD format is to be either AutoCAD 2010 or later. CDRL A011

b. COTS Operation and Maintenance Manual. A set of operational and maintenance COTS manuals shall be provided. As a minimum the manuals shall include an explanation of features, performance specifications, operational and maintenance instructions, and theory of operation, calibration procedures, and an illustrated parts breakdown. Wherever possible use of pictures, diagrams, schematics and mathematical formulas shall be included such that any text material may be better understood. In addition, a system-level manual explaining the system operation and non-proprietary software shall also be provided. Operation and Maintenance Manual shall be delivered prior to installation of HSTT for acceptance. Government has 10 days to review. Final approved manual shall be delivered upon final acceptance of HSTT. A minimum of three (3) Operation and Maintenance Manual printed copies and one electronic copy in Adobe PDF format CDRL A007.

c. COTS Computer Operation Manual (COM). Computer Operation Manual shall be delivered prior to installation of HSTT for acceptance. Government has 10 days to review. Final approved manual shall be delivered upon final acceptance of HSTT. A minimum of three (3) COM printed copies and one electronic copy in Adobe PDF format. CDRL A008.

d. COTS Software User Manual. Software User Manual shall be delivered prior to installation of HSTT for acceptance. Government has 10 days to review. Final approved manual shall be delivered upon final acceptance of HSTT. A minimum of three (3) Software User Manual printed copies and one electronic copy in Adobe PDF format. CDRL A009

3.2.1.3 Supportability. The HSTT shall not use, nor require the use of, any hardware that is obsolete or not readily and commercially available at the time the HSTT is installed.

3.2.1.4 Calibration

3.2.1.4.1 Calibration Technical Manual. See attached Technical Manual Contract Requirements (TMCR) for Technical Manual requirements in accordance with CDRL A001.

3.2.1.4.2 Calibration Quality Standard. Calibration quality standard and traceability with calibration measurement requirement summary (CMRS).

3.2.1.4.3 Calibration and Measurement Traceability. The contractor shall ensure the developed system is capable of being calibrated and its calibration is verified in accordance with Air Force Metrology and Calibration (AFMETCAL) requirements. Calibration and measurement traceability shall be identified and documented in accordance with MIL-STD-1839D. MIL-HDBK-1839C shall be used for interpretive guidance to clarify requirements invoked by MIL-STD-1839D. The contractor shall provide a means to perform calibration to meet these requirements. The contractor shall provide all proprietary/unique software and peculiar/special hardware required to perform calibration and calibration verification. The contractor shall develop and deliver a system calibration procedure verifying system performance to the performance specification contained within this purchase specification. The contractor shall deliver the CMRS and calibration services (Calibration Certificate) in accordance with CDRL A002 and A003.

3.2.1.5 Accessibility. Each major component shall be readily accessible and removable without the need to remove any other major component (excluding cables and mounting hardware.)

3.2.1.6 Lockout/Tagout. Machine or equipment shall be designed to accept lockout devices for the isolation of energy sources. Hill AFB Instruction 91-203. OSHA’s Lockout/Tagout standard, 29 CFR 1910.147 and 1910.269, Control of Hazardous Energy (Lockout/Tagout) shall be required to protect both contractor and Government employees.

3.3 Facilities

3.3.1 Facility Interfaces. The HSTT shall operate and interface with (as needed) the following existing facility resources:

a. Facility Power: 460V/3 phase/60Hz, 208 V/3 phase/60 Hz & 120V/ 1 phase/60 Hz

b. Facility Floor: The floor of Building 2021, laminate tile over 12” concrete.

c. HSTT Bay Entry Double Door: 70” wide and 82” tall

d. 55 psi Liquid and 3000 psi gaseous Nitrogen.

e. 120 psi shop air.

f. Operating Environment 72 +/- 4 degrees Fahrenheit.

g. Note: No process cooling water is available for the new hydraulic system.

h. Energy Management and Control System (EMCS): Chiller will be connected to the EMCS.

3.3.2. Facility Provisions

Government will provide required power and utilities in room to within 10 feet of the new HSTT. Government will also provide trench, concrete pad, and power to chiller and hydraulic pump as well as pipe or conduit access through walls. Contractor shall provide all direct equipment connectivity (such as copper lines from chiller to pump, power supply directly to equipment, etc.).

3.3.3 Facility Floor Space. The following information is depicted in the Facility Floor space drawing provided in Appendix A.

a. HSTT Room: Door size 6’ by 7’. Overall floor space is 360 sq ft. Available floor space for the new HSTT shall be no more than 8’L x 6’W x 15’H (approximately 100 sq ft).

b. Control Room: Door size 3’ by 7’. Overall floor space is 290 sq ft (floor space includes existing HSTT controller). Approximate space available for new HSTT controller is 5 feet by 5 feet; the new HSTT controller must be appropriately sized to fit in this space.

c. Hydraulic Room: Door size 6’ by 7’. Overall floor space is 100 sq ft (floor space includes existing hydraulic system); new pump must be able to fit in 5’ x 5’ space;

d. Chiller Location: Location of chiller will be outside building 2021 and to the west of the pump room. Government will provide trenching from new chiller location to the hydraulic pump located inside building 2021. Estimated distance from new chiller’s expected location to the hydraulic pump inside the building is approximately 30 feet.

3.3.4 Facility Documents. The contractor shall provide three sets of HSTT installation drawings (one for each piece of equipment being supplied) and a site preparation requirements and installation plan to the Facility Manager at least 90 days prior to the scheduled delivery of each component. Installation drawings shall include all peripheral equipment and utility hook-ups for the equipment to show what the HSTT will look like when it is installed. A site preparation requirements and installation plan shall accompany the installation drawing. Drawings and plan will be reviewed by government personnel to determine the facility requirements, accept/reject the proposed installation, and to finalize the installation site plans. CDRL A004.

3.4 Preliminary Design Review: Six (6) weeks after award of contract, the Contractor will host a preliminary design review either telecom or site visit at contractor facility. Location of preliminary Design Review will be determined by Government. The review will consist of delivery of review of intergraded COTS components, design drawings, and compliance with government specifications. CDRL A005

3.5 Test Article Demonstration. Prior to installation of the HSTT at Hill AFB, the Contractor shall host Government personnel at their facility or telecom for Critical Design Review (CDR) and Functional Configuration Audit (FCA) in order to demonstrate testing capability of the integrated Pressure Vessel’s temperature and pressure requirements, as well as overall testing capability of the HSTT. The Government will determine method of this meeting. The Contractor shall document the results of testing in a contractor formatted Acceptance Test Report (ATR) in accordance with CDRL A006. The ATR shall contain results of the acceptance test performed to demonstrate that the Pressure Vessel integration to the HSTT performs as stipulated in Requirements Section 3. Acceptance Test Report shall be delivered 30 calendar days prior to delivery. Government has 10 days to review. Final approved ATR shall be delivered prior to shipment of HSTT. CDRL A005 and A006.

3.5.1 ATR Minimum Requirements.

a. All major assemblies, sub-assemblies and peripheral equipment shall be identified using unique identifiers, such as serial, part or model numbers.

b. Date of test

c. All applicable acceptance criteria defined in Appendix B, Performance Test and Equipment Acceptance, which can be performed at contractor’s site shall be considered part of the FCA.

3.5.2 Any deficiencies identified at the factory test shall be corrected prior to shipping the HSTT to Hill AFB.

3.6 Design and Construction. Design and construction shall be in accordance with acceptable and best industry practices to include (but not limited to) the ASTM standards called out in Section 2 “Applicable Documents.”

3.7 Delivery and Installation. The contractor shall notify the Contracting Officer Representative (COR) 30 calendar days prior to delivery. Delivery to Building 2021 requires escort service; a list of escort Point Of Contacts (POCs) will be provided by the Government Program Manager after award. The contractor shall pack, ship, deliver, receive and provide onsite installation and commissioning of the tensile tester to the final delivery point to include initial calibration with certificate to meet TO 00-20-14 para 5.7.3: CDRL A003

582 MMXS Missile Maintenance Squadron (MMXS/MXDTA) Building 2021 Hill Air Force Base, UT 84056-5974

3.7.1 Contractor Installation and Set-Up. HSTT and all associated equipment shall be assembled, installed, set-up and tested by the contractor in the area designated as its functional work area (machine installation site) by the Receiving Activity Point of Contact. The contractor shall provide all personnel, equipment, and supplies necessary for delivery acceptance, complete installation and set-up of the proposed system.

3.7.1.1 Contractor Delivery Schedule. The contractor shall Build and Deliver HSTT within 12 months; and perform ‘Installation, Verification and Validation’ 2 months after delivery.

3.7.2 Final Inspection/Acceptance Test: Final inspection and acceptance test shall be performed on the HSTT to ensure conformance with this purchase description. The acceptance test shall be performed only after the HSTT is installed at its final location.

3.7.2.1 Provide on-site start-up services and professional installation with a contractor’s Field Service Engineer or designated representative. Proper operation and alignments of all controls, motors, adjusting mechanisms, and accessories shall be verified to meet manufacturer specifications during the trial period.

3.7.2.2 Verify all installation work (electrical, controls, mechanical plumbing, and pneumatic) and other services performed to confirm it is in accordance with the manufacturer's recommendations and purchase specification requirements.

3.7.2.3 Performance Accuracy Test. The machine shall be operated under AUTOMATIC in each mode of operation to test the machine’s response to command data. All safety limit stops and safety devices shall be checked by attempting to exceed the limits of travel and/or interfere with motion as required. All disks, instruments, materials, and tools required to perform and evaluate the tests shall be furnished by the supplier. See Appendix B, Performance Test and Equipment Acceptance, for Acceptance Criteria.

3.7.2.4 Warranty. Contractor shall provide a standard manufacturer warranty starting after on-site final government acceptance.

3.7.3 Hours of Operation. The time frame for contractor work on Hill Air Force Base shall be during current production hours and coordination with USAF User Flight Chief for any additional time frames. The time frame is subject to change based upon the needs of production. Current production hours are 0600 to 1530. Federal law (5 U.S.C. 6.10.3) established the following holidays for Federal employees. For Federal employees when a holiday falls on a non-workday – Saturday or Sunday -- the holiday usually is observed on Monday (if holiday falls on Sunday) or Friday (if the holiday falls on Saturday). Recognized holidays are listed below in Table I.

Table I

Holiday Date (Day, Month, Date): 2017
Holiday Description
Monday, January 2
New Year’s Day
Monday, January 16
Birthday of Martin Luther King Jr.
Monday, February 20
Washington’s Birthday
Monday, May 29
Memorial Day
Tuesday, July 4
U.S Independence Day
Monday, September 4
Labor Day
Monday, October 9
Columbus Day
Friday, November 10
Veterans Day
Thursday, November 23
Thanksgiving Day
Monday, December 25
Christmas Day

3.8 Safety

3.8.1 Industrial Safety Requirements. The contractor shall implement a safety program that ensures protection of Government personnel and property (See Appendix C).

3.8.2 As part of the Safety Program the contractor shall establish a Safety Plan and checklist IAW Appendix C of this purchase specification. The contractor shall submit the Safety Plan with the contract proposal (CDRL A010).

3.8.3 General Safety Requirements. When performing work under this contract on a Government installation, except Government owned plants under the sole control of the contractor, accomplish the following:

a. Include a clause in all subcontracts to require all subcontractors to comply with the safety provisions of this contract.

b. Ensure that all personnel engaged in the support of this performance specification are fully trained and qualified in the specific tasks being performed.

c. Comply with all applicable State and Federal and Air Force safety regulation, specifically the Occupational Safety and Health Administration (OSHA) Standards (29 CFR 1910) and the Air Force Occupational Safety and Health (AFOSH), whichever is more stringent.

d. Provide Occupational Safety, Health, and Fire (OSHF) protection guidance in procedures and technical data. The guidance shall include all applicable OSHF prevention requirements contained in Federal OSHA Standards (29 CFR 1910). If OSHA Standards are not applicable, use nationally recognized sources of safety health and fire prevention standards. For an example, the American National Standards Institute (ANSI) standards published by the National Fire Protection Association. The contractor shall ensure that all detailed operations specify the proper safety, health, and fire prevention procedures and the use of personal protective equipment to adequately protect the worker.

3.9 Security. Contractor/subcontractor personnel will be allowed Government escorted access to Building 2021 for start-up and other activities complying with the performance specification and as agreed to by the Government during normal shop production days/hour, 6:00am to 3:30pm as specified in the Hours of Operation Section 3.5.3. Access to these facilities is not unlimited; therefore, the contractor shall coordinate times and dates at least 7 calendar days prior to each need date. Control of the facilities will remain with the Government.

3.9.1 Contractor Clearance

3.9.1.1 Contractors must be US citizens and at a minimum, have a favorable ‘Local File Check’.

3.9.1.2 Contractor must not have any felonies foreign or domestic.

3.9.1.3 Unless cleared to have a Defense Biometrics Identification Data System (DBIDS) badge, contractor will need a Visitor Access List (VAL) submitted to allow access to the base or be escorted. 309 MMXG Security can submit a VAL for base access if needed (https://cs.eis.afmc.af.mil/sites/Hill/VCC/VAL/default.aspx).

3.9.1.4 At least five days prior to starting work on base contractor will provide the 309 MMXG security Office with a visit request form with the following information for the individuals to be granted access at HAFB Propellant Laboratory. FAX 801-586-2305 or email 309 MMXG Security or Pamela.Bargar@us.af.mil.

Name Citizenship Clearance information (if any) Place of Birth (City, State, or Country) Date of Birth Driver’s License number and state issued information Social Security Number (SSN) for local file check

3.9.1.5 Contractor is either escorted or obtains Defense Biometrics Identification Data System (DBIDS) badge by submitting an AFMC Form 496 (depends on length of contract).

3.9.1.6 Contractor will only be allowed into MAMs II, Propellant Lab.

3.10 Environmental Compliance. Comply with federal, state and local environmental laws, and Air Force environmental policies and regulations. Every effort shall be made to eliminate/reduce hazardous and environmentally unacceptable materials. The HSTT shall present no environmental hazards and shall not use or require known Ozone Depleting Substances (ODSs).

3.11 Commercial-Off-The-Shelf (COTS). Standard off-the-shelf components and spare parts shall be used whenever possible (for example, switches, relays, data acquisition cards, etc.).

3.12 Training. The contractor shall provide a total of 32 hours of training COVERING all skills identified in Table II below. The training shall occur at HAFB after delivery, inspection and Air force acceptance. The contractor shall provide a qualified technician(s) to complete the listed training that is knowledgeable in all operations of the system. Provide onsite basic operator training for the load frame, controller hydraulic power unit, servo hydraulic accessory, alignment, and calibration of the LVDT, Laser Extensometer, Axial Force Actuator, and Calibration. Training will be hands on and COTS manuals will be provided.

Table II

Item No.
Training Scope
Minimum # of USAF personnel to be Trained
Function Level of Employee being Trained
1
Test Stand Operation
4
Supervisor, Lead, Technician
2
Test Stand Maintenance
4
Supervisor, Lead, Technician
3
Software test module creation and debugging
4
Supervisor, Lead, Technician
4
Software system tuning
4
Supervisor, Lead, Technician
5
Software test report modification and creation
4
Supervisor, Lead, Technician
6
Hydraulic pump operation
4
Supervisor, Lead, Technician
7
Hydraulic pump maintenance
4
Supervisor, Lead, Technician
8
Calibration
6
Supervisor, Lead, Technician

4. TECHNICAL DATA REQUIREMENTS

4.1 Documentation. The contractor shall deliver the following documentation listed in the Technical Data Requirements Table III below in accordance with CDRL.

Table III

Item No.
Deliverable
CDRL#
DID
PS Section
1
Technical Manual Contract Requirement (TMCR)
A001
TM-86-01M (T)
3.2.1.4.1
2
Calibration and Measurements Requirements Summary (CMRS)
A002
Dl-QCIC-80278B
3.2.1.4.3
3
Calibration Certificate
A003
Dl-QCIC-80798B
3.2.1.4.3, 3.7
4
Site Preparation Requirements and Installation Plan
A004
DI-MGMT-80033A
3.3.4
5
Configuration Audit Plan
A005
DI-SESS-81646B
3.4, 3.5
6
Operational Test Program Set (OPTS) Acceptance Test Procedures (ATR)
A006
DI-ATTS-80283B
3.5
7
COTS Operation and Maintenance Manual
A007
DI-TMSS-80527C
3.2.1.2b
8
COTS Computer Operation Manual (COM)
A008
DI-IPSC-81446A
3.2.1.2c
9
COTS Software User Manual
A009
DI-IPSC-81443A
3.2.1.2d
10
Safety Plan
A010
DI-SAFT-81626
3.8.2, Appendix C Not in appendix
11
Drawing Package
A011
DI-SESS-81000E
3.2.1.2a

Revision Status Page

Revision
Description
Signature/Date
Rev 0/25Aug2016
Initial Purchase Specification
Dora Lawrence/25Aug2016
Rev DRFT/Dora
Added para 3.2.1, 3.10.1; chgd document qty from two to three (para 3.8)
Dora Lawrence/15Nov2016
Rev 3/28Nov2016
3rd MFT w/AMSO
Monique MacCarthy/28Nov16
Rev 4/15Feb2017
Revised some parameters from sources sought feedback
Dora Lawrence/15Feb2017
Rev 5/8Mar2017
Added Paragraphs; 3.2.1.2, 3.5.1.1, Revised paragraphs; 3.1, 3.2, 3.2.1.3.1 thru 3.2.1.3.3, 3.3, Re-sequenced paragraph numbers where applicable; added CDRLs and DIDs as applicable
Dora Lawrence/8Mar2017

APPENDIX A

Facility Floor Space Drawing for the

582 MMXS Missile Maintenance Squadron (MXDTA) Hill Air Force Base, CA 84056-5817

Prepared By:

Caleb Trammell

582 MMXS/MXDTA

APPENDIX B

Performance Test and Equipment Acceptance for the

582 MMXS Missile Maintenance Squadron (MXDTA) Hill Air Force Base, CA 84056-5817

Prepared By:

Caleb Trammell

582 MMXS/MXDTA

1.0 Performance Test and Equipment Acceptance

1.1 Newly installed HSTT and the existing machine will be prepared to run simultaneously without interference under the worst case scenario.

1.2 Verification and Validation required on site in the routine operational environment.

1.3 Acceptance Criteria

Record results of the performance test and equipment acceptance on the provided log sheet or paragraph as applicable.

1.3.1 The system operated for 5 hours with the pump on high demand with the hydraulic oil temperature remaining below 105°F or the requirements for the test stand.

1.3.2 The Chiller operated outside at temperatures below 0°F while cooling the hydraulic oil at peak demand on the hydraulic pump.

1.3.3 The load train is not more than 0.5° off vertical when operating.

1.3.4 Each load cell is calibrated and verified on site in the operational environment by contractor.

1.3.5 LVDT is calibrated and verified on site in the operational environment by the contractor.

1.3.6 Laser extensometer is calibrated and verified on site in the operational environment by contractor.

1.3.7 Pressure transducer is calibrated and verified on site in the operational environment by contractor.

1.3.8 The temperature controls are calibrated on site in the operational environment by contractor.

1.3.9 Verify that the anti-vibration mount prevents vibration transmission to the laboratory floor by assessing the results of the legacy equipment test.

Table 1-Acceptance Criteria Paragraphs 1.1, and 1.3.1 thru 1.3.9

EIP Para.
Verify Date
Validate Date
Pass
Fail
Comment

1.1

1.3.1

1.3.2

1.3.3

1.3.4

1.3.5

1.3.6

1.3.7

1.3.8

1.3.9

Note: Mark each Requirement set Pass or Fail; if failure occurs describe mitigation in comments.

1.3.10 The HSTT system preprogrammed tensile test modules operate successfully for tensile tests running at 0.2 ipm, 2 ipm, 20 ipm, 200 ipm, and 2000 ipm (within specified PS tolerance), all at 75°F (+/- 2°F) and 800 pounds per square inch gage (psig) (+/- 5 psig) while recording ram travel, load, time, and laser extensometer with variable data rates up to 6000 Hz. The program needs to be able to identify initial Young’s Modulus, maximum load and associated ram extension and laser data at that point as well as allow the user to select points from a load vs extension curve and display ram extension, load, and laser extensometer at that point on the graph.

Table 2-Acceptance Criteria Paragraph 1.3.10

Speed
Temperature (+/- 2°F)
Pressure (+/- 5 psig)
Verification and Validation Date
Pass
Fail
Comment
0.2 ipm,
75°F
800 psig
2 ipm,
75°F
800 psig
20 ipm,
75°F
800 psig
200 ipm,
75°F
800 psig
2000 ipm
75°F
800 psig

Note: Mark each Speed set Pass or Fail; if failure occurs describe mitigation in comments.

1.3.11 The HSTT system preprogrammed tensile test modules operate successfully for tensile tests running at 2ipm, 800psig, at each of the following temperatures -60°F, 0°F, 75°F, 110°F, 165°F while recording ram travel, load, time, and laser extensometer with variable data rates up to 6000 Hz.

Table 3-Acceptance Criteria Paragraph 1.3.11

Temperature (+/- 2°F)
Speed
Pressure (+/- 5psig)
Verification and Validation Date
Pass
Fail
Comments
-60°F
2 ipm
800 psig
0°F
2 ipm
800 psig
75°F
2 ipm
800 psig
110°F
2 ipm
800 psig
165°F
2 ipm
800 psig

Note: Mark each Temperature set with P=Pass or F= Fail; if failure occurs describe mitigation in comments.

1.3.12 Preprogrammed tensile test modules operate according to predefined requirements for 20 ipm, -40°F, 110°F,, ambient pressure, 600 psig, 800 psig, 1600 psig while recording ram travel, load, time, and laser extensometer with variable data rates up to 6000 Hz.

Table 4-Acceptance Criteria Paragraph 1.3.12

Temperature (+/- 2°F)

Speed
Pressure (+/- 5 psig)
-40°F
110°F
Verification and Validation Date
Comment
20 ipm
Ambient

600 psig

800 psig

1600 psig

Notes:

· Mark each variable set with P=Pass or F= Fail; if failure occurs describe mitigation in comments.

· Preprogrammed relaxation and tensile test modules need to demonstrate variable speeds, data rates, load cells, temperatures and pressures.

1.1.13 System needs to be demonstrated successfully for preprogrammed relaxation test modules running at 200ipm to a set point and holding for 30 minutes, at 800 psig, at each of the following temperatures -40°F, 0°F, 75°F, 110°F, while recording ram travel, load, time, and laser extensometer with variable data rates for ram movement and hold time up to 6000 Hz.

Table 5-Acceptance Criteria Paragraph 1.3.13

Temperature (+/- 2°F)

Speed
Pressure (+/- 5 psig)
-40°F
0°F
75°F
110°F
Verification and Validation Date
Comment
200 ipm
800 psig

Note: Mark each variable set with P=Pass or F= Fail; if failure occurs describe mitigation in comments.

1.3.14 Preprogrammed relaxation test modules need to be demonstrated for 1 & 200 ipm, -40°F, 110°F, ambient pressure, 800 psig, with a hold time of 30 minutes

Table 6-Acceptance Criteria Paragraph 1.3.14

Temperature (+/- 2°F)

Speed
Pressure (+/- 5 psig)
-40°F
110°F
Verification and Validation Date
Comment
1 ipm
Ambient psig

800 psig

200 ipm
Ambient psig

800 psig

Notes:

· Mark each variable set with P=Pass or F= Fail; if failure occurs describe mitigation in comments.

· Preprogrammed relaxation and tensile test modules need to demonstrate variable speeds, data rates, load cells, temperatures and pressures.

1.3.15 Preprogrammed relaxation and tensile test modules need to demonstrate variable speeds, data rates, load cells, temperatures and pressures.

Table 7-Acceptance Criteria Paragraph 1.3.15

Verify Date
Validate Date
Pass
Fail
Comment

Note: Mark each variable set with Pass or Fail; if failure occurs describe mitigation in comments.

DATE: 29Nov2016 Rev 5/8Mar2017

APPENDIX C

SAFETY, FIRE PROTECTION AND HEALTH

SPECIFICATION

INDUSTRIAL SAFETY REQUIREMENTS

OGDEN AIR LOGISTICS COMPLEX

UNITED STATES AIR FORCE

HILL AIR FORCE BASE, UTAH 84056

High Speed Tensile Tester

12 Aug 2016 Prepared by:

Tim Helms

OO-ALC/SE

801-586-6038

Control Number: TH160804

SECTION I - GENERAL REQUIREMENTS

A. Safety Program Requirements.

The contractor will implement a safety program plan that ensures protection of Government personnel and property. The program will consist of, as a minimum:

1. Mishap reporting, as defined in paragraph B1 below.

2. A Safety Plan that addresses, as a minimum, the subjects listed in Section II –Specific Requirements, and will be used during the performance of the work described in the contract. The Safety Plan will be accepted by OO-ALC/SE (Safety Office) prior to commencement of any work described in this contract.

3. Routine and recurring surveillance to ensure the safety requirements of this contract are enforced.

4. Competent personnel to provide surveillance of the Safety Plan.

5. Identification of segregated work site locations for operations that cannot be co-mingled with general industrial operations and the process for ACO approval of operations and changes at these specific sites.

6. All contractor personnel shall be trained and qualified to perform their duties safely.

7. The contractor shall include a clause in all subcontracts requiring the subcontractors to comply with the safety provisions of this contract, as applicable.

B. Mishap Notification

1. The contractor shall notify OO-ALC/SE (801-586-6038) or the Hill AFB Command Post (801-777-3007) after normal duty hours, and the designated Government Representative (GR), i.e., the ACO, PCO, or DCMA COR (Contracting Officer's Representative) within one (1) hour of all mishaps or incidents at or exceeding $2,000 (material + labor) in damage to DOD property entrusted by this contract, even if the government is wholly or partially reimbursed. This notification requirement shall also include physiological mishaps/incidents. A written or email copy of the mishap/incident notification shall be sent within three calendar days to the GR, who will forward it to OO-ALC/SE. For information not available at the time of initial notification, the contractor shall provide the remaining information no later than 20 calendar days after the mishap, unless extended by the ACO.

Mishap notifications shall contain, as a minimum, the following information:

(a) Contract, Contract Number, Name and Title of Person(s) Reporting

(b) Date, Time and exact location of accident/incident

(c) Brief Narrative of accident/incident (Events leading to accident/incident)

(d) Cause of accident/incident, if known

(e) Estimated cost of accident/incident (material and labor to repair/replace)

(f) Nomenclature of equipment and personnel involved in accident/incident

(g) Corrective actions (taken or proposed)

(h) Other pertinent information

2. The contractor shall cooperate with any and all government mishap investigations. Additionally if requested by government personnel or designated government representative (GR), i.e., the ACO, PCO, or DCMA COR, the contractor shall immediately secure the mishap scene/damaged property and impound pertinent maintenance and training records, until released by safety investigators.

3. The contractor shall provide copies of contractor data related to mishaps, such as contractor analyses, test reports, summaries of investigations, etc. as necessary to support the government investigation.

4. The contractor shall support and comply with the safety investigation and reporting requirements of AFI 91-204, Chapters 1 – 5.

C. General Safety Requirements:

If the safety plan is modified, the contractor shall submit the proposed modification, in writing, to the Contract Administration Office safety representative.
The contractor is solely responsible for compliance with all federal, state and local laws, the Occupational, Safety and Health Act (OSHA) (Public Law 91-596) and the resulting standards, OSHA Standards 29 CFR 1910 and 1926, as applicable, and the protection of their employees. Additionally, the contractor is responsible for the safety and health of all subcontractor employees. All documents required as a result of OSHA 29 CFR 1910 and 1926 regulations, (i.e. certifications, training, respiratory protection program, workplace hazard assessments), shall be made available to the COR upon request.
The contractor shall ensure assigned personnel are adequately trained and qualified for the task being performed. Brief all personnel on the hazards involved with operations and applicable precautions to be taken. Should unidentified hazards arise, cease operations until actions are taken to eliminate or mitigate hazards to safe levels.
Hazard Assessment. In accordance with 1910.132(d) (2), the contractor shall conduct a certified Hazard assessment on all work areas. A follow-on survey shall be conducted by the contractor when the workload or environment conditions change. If respirators are necessary to protect the health of the employee or whenever respirators are required by the contractor, the contractor employer shall establish and implement a written respiratory protection program according to 29CFR 1910.134.

Contractor personnel must receive Explosive Safety Awareness Training if their duties require entry into the Explosive Clear Zone. This training will be provided by the OO-ALC Safety Office. Contact Eric Covington at 586-0168.

A Risk Assessment will be required prior to any work being accomplished, if munitions will remain in the facility.

Compliance with OSHA and other applicable laws and regulations for the protection of contractor employees is exclusively the obligation of the contractor. Note: The government shall assume no liability or responsibility for the contractor's compliance or non-compliance with such requirements. The contractor shall furnish to each of his/her employees a place of employment, which is free from recognized hazards. The contractor shall brief his/her employees on the safety requirements of this contract and on hazards associated with prescribed tasks. The contractor is responsible for compliance with OSHA Public Law and the resultant standards identified within. In addition, the contractor is required to flow down the safety requirements/specification to all subcontractors. This applies to Federal Acquisition Regulation (FAR) 12 commercial acquisitions as well. This contract shall in no way require persons to work in surroundings or under working conditions which are unsafe or dangerous to their health. The contractor must coordinate and perform work so as not to impact the safety of government employees or cause damage to government property. This requires providing personnel with protective equipment and associated safety equipment as may be necessary. The contractor must also protect personnel from hazards generated by the work. If the contractor employs BILINGUAL speaking employees, they must post bilingual signs and have written procedures for specific tasks in applicable languages.

SECTION II – SPECIFIC REQUIREMENTS

The contractor’s prepared Safety Plan shall:

· Demonstrate a management commitment to employee safety and health

· Identify applicable rules and regulations

· Identify the roles and responsibilities of Management, Supervisors, Employees and Safety Coordinator

· Identify work to be performed and location of expected operations

· Provide a description of safety program, safety monitoring responsibilities, organizational structure, and contact information for on-site personnel

· Include a work hazard analysis of the worksite and operations to be performed to include baseline hazard identification and required control measures

· Identify employee safety and health training requirements and the documentation process

· Include emergency response plans and procedures that relate to protection of government personnel and property

· Include hazard reporting procedures and identify individual(s) responsible for the correcting identified hazards

· Identify procedures for accident reporting and investigation

· Identify the process for tracking controlled hazards in contractors work area

The contractor shall ensure that each element identified below is adequately addressed in detail in the safety and health plan:

PEDESTRIAN CROSSWALKS: All contractor personnel are required to use the closest crosswalk, or traffic controlled intersection when crossing the road. Pedestrians must look both ways to ensure the coast is clear before stepping out into the crosswalk. Pedestrians DO NOT have the right of way unless they are already in the crosswalk. Contractor vehicle operators have the same responsibilities as pedestrians, to share the road and mutually observe and yield to pedestrians.

MOTOR VEHICLES: Contractor shall comply with the standards in: DoD Directive 5525.4, Enforcement of State Traffic Laws on DoD Installations", Nov 2, 1981, Para 3-4; DODI 6055.4, DoD Traffic Safety Program, 20 Jul 99; AFI 91-207, USAF Traffic Safety Program, 22 May 07; and AFI 91-207 AFMC SUP1, The US Air Force Traffic Safety Program, 1 Oct 07. Each applies to all persons at any time on an Air Force Installation and includes all leased, owned, or privatized property including housing areas. In addition: AFI 13-213, Airfield Management, 29 Jan 08, Paragraphs 1.3.6 and 4.4.2.1 applies to all contractors, sub-contractors, vendors, commercial delivery companies, and all other private business vehicles who operate anywhere on Hill Air Force Base, including the airfield (to include the industrial areas and any buildings or hangars located upon the airfield) in support of their mission.

HOUSEKEEPING: Housekeeping shall be conducted according to the requirements in OSHA Standard 29 CFR 1910.141. CLEAN AS YOU GO will be enforced.

The authorized Government Representative (OO-ALC Safety Office) shall accept/reject the contractor’s procedures within the Health and Safety Plan as meeting the intent of the below referenced standards, with the exception of Mishap Notification / Reporting Procedures, which are outlined in Section I, paragraph B of this Appendix C.

Element/Requirement Referenced Benchmark

Contract Safety AFPAM 91-210 Para. 6

Mishap Notification/ReportingAppendix C, Section I
AFI 91-204 Para. 4.9

Facility Fire Protection NFPA 13, 70, & 72

NFPA 409/410

AFI 91-203 Chapters 6, 22

Handling, Storage and use of Flammable/ NFPA 30, 33

Hazardous Material Management AFI 32-7086 HAFBSUP 1

Storage and Materials Handling DoDI 4140.62 DoDI 4145.19-R-1

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File details come from the government source that posted it. Updated .