AISC, RCSC, and the United States Fastener Quality Act of 1999. Engineered and tested, they also comply with compression standards set by ASTM, ASME, BS, and EN.
Recognized by all modern structural standards, our DTIs provide a proven, reliable method for always achieving proper bolt tension.
You can trust that materials specified and procured from Applied Bolting Technology™ are of the highest quality, delivered promptly, and fully supported.
Key Features of Squirter® DTIs
Squirter® DTIs provide Visual Verification of Bolt Tension™, ensuring structural integrity in construction projects. They are utilized globally by significant engineering, procurement, and construction (EPC) firms such as Bechtel, Fluor, Worley, Kiewit and Burns & McDonnell.
Size Range: DTIs are available in imperial sizes from 1/2″ to 1 1/2″ and metric sizes M12 to M36, as specified by ASTM F959, BS 7644, and EN 14399. They are compatible with F3125, A325, A490, 8.8, and 10.9 bolts.
Finishes: We offer various finishes, including galvanized (mechanical and thermally diffused zinc) and specialty coatings upon request. Type 3 steel and plain finish suit different environmental conditions and project requirements.
Unique Attributes:
- Material Traceability – Applied Bolting Technology™ is the only DTI manufacturer that provides instant online access to all material certifications for every part they produce, ensuring complete traceability.
- Compliance with Hardening Standards – We are the sole U.S. DTI manufacturer that hardens its DTIs per ASTM F959, BS 7644, EN 14399, AASHTO, AISC, RCSC specifications, and the U.S. Fastener Quality Act of 1999.
- Extensive Inventory – With an on-site 15,000-cubic-foot warehouse, we maintain stock levels to satisify customer needs. We are currently shipping orders out within 2 business days.
- Educational Contributions – Our proactive educational efforts regarding structural bolting are frequently referenced by large EPC companies, structural organizations like AISC, and publications such as Modern Steel and ENR.
Specification Recommendation:
“All High Strength Structural Bolts shall include an F959(M) Squirter® DTI, quenched and tempered in accordance with ASTM F959 section 4.3.2, manufactured by Applied Bolting Technology™, and installed and inspected per their instructions.”
By choosing Applied Bolting Technology™, you ensure the integrity and safety of your structural connections with reliable and efficient bolt tensioning solutions.
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Pre-Installation Verification: Reduce Errors, Save Time
Applied Bolting Technology™ emphasizes the importance of Pre-Installation Verification to ensure the effectiveness of bolting methods. This verification process identifies potential issues between fasteners, tools, and installers before commencing field bolting operations.
Key Aspects of Pre-Installation Verification:
1. Fastener Capability:
• Assess whether the fastener assemblies can achieve at least 105% of the minimum required bolt pretension.
• Conduct tests by applying torque until the bolt tension measurement device indicates adequate pretension or until the bolt fails.
• If failure occurs before reaching the minimum pretension, or if the tensile load increases and then decreases without achieving the required pretension, the fastener assembly may be inadequate.
2. Tool Adequacy:
• Verify that installation tools can provide sufficient output torque to tighten adequately lubricated fastener assemblies to at least 105% of the minimum required pretension.
• Ensure that the tool’s drive chuck is appropriately sized for the fasteners being tightened. For example, when tightening ¾” bolts, the installation tool, as a general rule, should have a square drive chuck of ¾” or larger.
• Be cautious of tools that claim high torque outputs without specifying load conditions, as these claims may not reflect actual performance under load.
3. Installer Proficiency:
• Confirm that installers understand how to employ the selected bolting method correctly.
• Ensure that a snug-tightened condition is achieved before applying the pretensioning method.
• Avoid combining elements from different bolting methods, such as applying a torque value to rotate the nut during the Turn-Of-Nut method or using a torque wrench as an inspection technique after completing the turn.
4. Snug-Tightened Joints:
• Recognize that every bolted joint must be snug-tightened before applying a pretensioning method.
• Understand that the snug-tight condition is critical for methods like Turn-Of-Nut, which rely on the snug position as their starting point.
• Be aware that there are no specific minimum or maximum tension requirements for a “snugged” joint, as defined by AISC’s Specification for Structural Steel Buildings (360) Section J3, and RCSC Table 7.1 (2020)
By conducting thorough Pre-Installation Verification, potential issues can be identified and addressed, leading to more efficient and reliable bolting operations.

