Walk a CWI through any structural steel job site and you will see the same handful of gauges hanging from their vest or kit bag. They are not interchangeable; each answers a specific question that the AWS D1.1 visual acceptance criteria require the inspector to answer before they can sign off a weld. Using the wrong gauge—or misreading the right one—means either passing a noncompliant weld or rejecting a sound one. Neither outcome is acceptable.
This article covers the three most commonly used weld inspection gauges for AWS D1.1 structural welding: the Hi-Lo gauge, the Bridge Cam gauge, and fillet weld gauges. For each one, the article explains what it measures, when it applies under D1.1, and how to document the reading in the inspection record.
The Hi-Lo Gauge
The Hi-Lo gauge (sometimes called a root alignment gauge or pipe fitting gauge) measures the radial mismatch—the offset in height—between two joined edges at the weld root. It was originally developed for pipe-to-pipe alignment at butt joints, and it remains the standard tool for checking root offset before and during welding on pipe and tube work.
In structural steel applications under AWS D1.1, the Hi-Lo gauge answers one critical pre-weld question: does the root alignment of a CJP groove weld meet the acceptable mismatch limit? Root offset creates a stress concentration at the weld root under tensile loading and can prevent the root pass from achieving full penetration. AWS D1.1 specifies maximum root mismatch as a function of plate thickness and loading condition; the Hi-Lo gauge provides a direct, numerical read of that offset without requiring the inspector to visually estimate it.
How to use it. Bridge the gauge across the two plate edges at the weld root. The step in the gauge body bridges the gap between the two surfaces; reading the gauge shows the height difference between the high and low sides in 1/16 in. or 1 mm increments depending on the gauge version. If the measurement equals or exceeds the allowable mismatch, it must be corrected—by shimming, re-fitting, or adjusting the joint—before welding proceeds.
Limitation. The Hi-Lo gauge measures surface-level root mismatch. It does not measure root gap (the space between the edges). A separate feeler gauge or pin gauge measures root gap to verify it is within the WPS qualified range and the prequalified joint tolerance. These are two separate acceptance criteria, and a CWI must check both.
Documentation. Record the measured offset and the location (weld number, joint ID, station or distance along a continuous joint). Note the allowable maximum for that joint. If a re-inspection was required after correction, record the corrected reading.
The Bridge Cam Gauge
The Bridge Cam gauge—manufactured under various brand names but universally called the Bridge Cam in the structural inspection world—is the most versatile single gauge a CWI uses. It was developed for comprehensive weld profile measurement and replaces several single-purpose gauges. A properly used Bridge Cam gauge can measure:
- Fillet weld leg size (the length of each weld leg from root to toe)
- Fillet weld throat (the theoretical or actual throat dimension)
- Groove weld reinforcement height (the crown height above the base metal surface)
- Undercut depth (the groove eroded into the base metal adjacent to the weld toe)
- Root opening (the gap between the joint faces before welding)
- Groove angle (the included angle of a V-groove joint)
Each measurement uses a different function of the gauge, so familiarity with the instrument is necessary. An inspector who sets the gauge to the reinforcement-height function and reads it as a throat measurement will record an incorrect value.
Fillet weld leg measurement. Set the sliding pointer to the leg measurement position. Place the flat base of the gauge against the base metal flat surface adjacent to the weld toe. Lower the pointer until it contacts the weld face. Read the leg size from the scale. Take readings for both legs—on a 45-degree fillet, they should be equal; unequal legs mean the weld cross-section is not balanced.
Reinforcement check. For groove welds, the Bridge Cam gauge measures whether the weld crown height exceeds the maximum reinforcement limit. Under AWS D1.1 visual acceptance criteria, groove weld reinforcement must not exceed 1/8 in. (3 mm) for most static-loaded structural applications. The Bridge Cam reading must stay at or below that limit; a weld with excessive reinforcement must be ground flush or dressed before it is accepted.
Undercut measurement. Set the pointer to contact the base metal surface on the unfused side of the weld toe, then slide it to touch the bottom of the undercut groove. The scale reads the depth directly. AWS D1.1 limits undercut to 1/32 in. (0.8 mm) for most transverse-loaded welds; a Bridge Cam reading over that limit requires the undercut to be repaired. See weld undercut acceptance criteria under AWS D1.1 for the full acceptance table.