Drive steel H-piles checklist: shoes, splices, blow counts

Definition: Drive steel H-piles checklist for field engineers and inspectors covering shoes, splices, weld QA, penetration criteria, blow counts, and alignment to ensure compliant, traceable deep foundation installation.

Verify shoes, splices, and welds meet approved project specifications.
Track penetration and blow counts using calibrated gauges and logs.
Maintain alignment tolerances with total station and inclinometer checks.
Interactive, commentable, export options with QR code authentication.

Start Interactive
Checklist

Drive steel H-piles with a disciplined, field-ready process that controls shoes, splices, penetration, blow counts, and alignment from the start. This checklist supports H-pile driving and steel pile installation crews with clear acceptance cues, objective measurements, and documentation requirements. You will confirm tip shoes and welding quality assurance before driving, monitor hammer performance and blow count trends, and validate penetration criteria and alignment tolerances without relying on PDA. The result is reliable bearing, minimal damage, and accurate as-built location data. By using total stations, digital inclinometers, calibrated gauges, and structured driving logs, you’ll reduce rework, avoid premature refusal, and prove compliance per approved project specifications and authority requirements. Each step specifies tools, tolerances, and evidence—photos, readings, and signatures—so daily pile records are complete and defensible. Start in interactive mode to tick items, add comments, attach photos, and export your report as PDF/Excel with an embedded QR for quick verification.

Control risks before the hammer starts: confirm pile metallurgy, straightness, and correct shoe selection, then verify weld procedures and welder qualifications are current. These steps reduce tip damage, crooked starts, and splice failures, and create traceability through mill certificates, WPS numbers, heat numbers, and photo evidence of fit-up and weld finishes.
Drive with confidence by recording hammer energy settings, blows per 0.25 m, and final set while monitoring relaxation and restrike behavior. Combining objective blow count logs with precise depth and elevation measurements improves acceptance decisions, documents refusal or over-penetration, and helps resolve disputes without dynamic instrumentation.
Interactive online checklist with tick, comment, and export features secured by QR code.
Prove alignment and position with digital level and total station checks, then finalize cut-off, splice NDT results, and as-built coordinates. Comprehensive documentation—photos, readings, logs, signatures—delivers a clear, auditable record per approved project specifications and authority requirements.

Pre-Drive Verification

1. Confirm latest approved drawings, pile schedule, and layout grid using a calibrated total station; mark control points and offsets; obtain superintendent and inspector sign-off on layout sketch.
2. Verify pile size, section (e.g., HP shapes), grade, and coating against delivery tags and mill certificates; photograph tags and upload mill cert PDFs to the lot record.
3. Inspect straightness, camber, and physical damage using a 2 m straightedge and calipers; acceptance within project tolerances (e.g., sweep ≤ L/1000); capture close-up photos of any remediation.
4. Confirm leads, drive cap/helmet, striker plate, and hammer compatibility; record hammer ID and rated energy (kJ); photograph helmet/cushion components and note replacement criteria per manufacturer.
5. Review geotechnical notes for predrill/jet allowances; document that no predrilling or jetting will occur unless approved; if required, log diameter, depth, and method per specifications.

Pile Shoes and Tips

6. Confirm shoe/tip type and size match soil profile and project documents; record model, heat numbers, and any hardfacing details; photograph shoe before installation.
7. Dry-fit shoe to pile; check concentricity and seating with a straightedge; acceptance: offset ≤ 2 mm all around; photograph alignment from four sides.
8. Weld shoe per approved WPS; verify preheat with temperature crayons or IR thermometer (°C); record amperage, voltage, and travel speed; perform VT after cooling; attach weld parameters sheet.
9. Grind/remove slag and sharp edges; verify flush transition between shoe and H-pile flanges/web; capture macro photos of finished weld and surface quality.
10. Stencil durable pile ID, station, and shoe install date on the web; photograph labeled ID prior to lifting into the leads.

Splices and Weld QA

11. Confirm planned splice elevation lies within permitted zone per approved project specifications; mark upper and lower limits with paint; photograph markings.
12. Prepare splice faces: square cut, remove mill scale, and bevel per WPS; check root gap with feeler gauges (≤ 2 mm unless specified); document measurements.
13. Fit-up using clamps and dogs; verify flange and web alignment; acceptance: mismatch ≤ 2 mm; record with steel rule photos and notes.
14. Verify welder qualifications and WPS/WPQR; record WPS number and filler metal batch; maintain interpass temperature within WPS range; log parameters and welder ID on splice report.
15. Perform VT and required MT/UT after cooling; record NDT results, acceptance, and any repairs; capture indication locations on annotated photos; document re-examination outcomes.

Driving Operations and Monitoring

16. Set pile in leads; check initial plumb in both axes using a digital level; acceptance: plumb within 1:100; confirm flange orientation as designed; photograph instrument display.
17. Verify hammer stroke/pressure to achieve target energy within manufacturer limits; record kJ per blow (or pressure) and ambient conditions; inspect striker/cushion surfaces, replace if degraded; photograph before driving.
18. Drive and log blows per 0.25 m increment; record time, penetration (mm/blow), and rebound; use a digital logger and retain a signed paper backup for the daily pile log.
19. Apply planned pauses for setup/relaxation when specified; perform restrike using the same hammer; record interval since last drive and resulting blow counts; note that PDA is not used on this checklist.
20. Protect pile head and flanges with correct cap/shims; inspect for mushrooming or cracking every ~50 blows; dress minor burrs safely; capture close-up photos of any damage and remediation.

Penetration Criteria and Blow Counts

21. Measure penetration depth from a fixed benchmark with a survey rod; verify tip elevation against design; record to the nearest 10 mm; confirm with total station when practical.
22. Apply acceptance criteria per approved project specifications and authority requirements (minimum penetration or refusal at defined blows/25 mm); record actual values and obtain engineer confirmation.
23. For the last 3 m, record blows for each 0.25 m and, at final set, note blows per 25 mm; validate against criteria; inspector and superintendent sign the final set record.
24. If refusal occurs above target elevation, stop and notify engineer; re-drive, predrill, or other measures only with written direction; document instructions, outcomes, and updated acceptance criteria.
25. If low blow counts persist below target elevation, evaluate soil consistency and contingency criteria; continue only per written direction; log observations and photos of cuttings or spoil.

Alignment, Final Position, and Records

26. Check final plumbness with an inclinometer; acceptance: ≤ 1:100 in both axes; record readings and photograph the device screen for traceability.
27. Survey final plan position and head elevation using a total station; acceptance: within ±25 mm unless specified otherwise; upload CSV coordinate file and photo of prism setup.
28. Verify flange orientation and twist; measure rotation with a digital protractor; acceptance: ≤ 2° unless specified; record values and photos of gauge placement.
29. Cut pile to design elevation using oxy-fuel or saw; cool naturally; dress edges; record offcut length and retain labeled offcut for QA archive; photograph finished cut.
30. Compile complete driving record: pile ID, hammer details, blows, penetration, refusals, splices, NDT, elevations, surveys; attach photos and certificates; obtain inspector and contractor digital signatures; issue daily report.

Pre-drive readiness and shoe selection

A successful drive begins with material verification, equipment compatibility, and the right tip shoe. Confirm section size, grade, and coating against the pile schedule, then document mill certificates and delivery tags. Inspect straightness and edges to prevent crooked starts, which magnify with depth. Verify drive cap or helmet fit to the H-pile profile and confirm hammer energy settings are within manufacturer limits. For shoes, match the type and wear surface to anticipated strata; a misfit shoe can split soils, damage flanges, or cause off-axis penetration. Dry-fit the shoe to confirm concentricity, then weld per an approved WPS with appropriate preheat and interpass temperatures. Finish by grinding and photographing the weld. Stencil durable IDs before lifting into the leads. These steps provide traceability, reduce tip failures, and help keep the pile plumb from the first blows.

Verify section size, grade, and coating against pile schedule.
Check straightness; repair or reject damaged flanges and webs.
Confirm helmet fit and hammer energy within limits.
Match shoe type to soil and verify concentric fit.
Weld per WPS; record parameters and photograph results.

Splicing and weld quality assurance in the field

Splices demand careful preparation and documented QA. Position splices only within approved zones and prepare faces by square cutting, beveling, and cleaning to achieve consistent root gaps. Control fit-up using clamps; measure and record flange and web mismatch. Welders must be qualified for the process, and the WPS should specify preheat, interpass, and parameters. Record WPS numbers, welder IDs, and filler batch details. After cooling, perform visual inspection to acceptance criteria and complete any required magnetic particle or ultrasonic testing. Capture indication locations with annotated photos and verify rework results. Thorough splice documentation protects structural capacity and limits driving interruptions, especially when splicing above water or in tight access where rework is costly.

Keep splices within approved elevation zones.
Control fit-up; mismatch and gaps within tolerances.
Record WPS, welder ID, and filler batch details.
Perform VT and required MT/UT after cooling.
Document repairs and re-examination results.

Driving control: penetration, blow counts, and alignment

Driving control aligns field production with design intent. Measure hammer energy and monitor blows per 0.25 m to track set trends. When approaching design elevation, slow the pace and record final set in 25 mm increments as specified. Observe any setup or relaxation by pausing and restriking; document changes—without using PDA—in the driving log. Maintain alignment with digital levels and leader guides; correct drift early to avoid excessive bending stresses. If refusal occurs prematurely, stop, notify the engineer, and proceed only with written direction. After acceptance, verify plumbness, survey plan position and head elevation, and document cut-off. Comprehensive records—photos, logs, surveys, and signatures—form the project’s defensible as-built and acceptance file.

Record blows per 0.25 m and final set data.
Verify energy settings; stay within manufacturer limits.
Manage pauses and restrike to assess setup.
Maintain plumb; correct drift early during driving.
Survey final position and elevation for as-builts.

How to Use the Interactive Steel H-Pile Driving Checklist

Preparation: gather approved drawings, pile schedule, mill certificates, WPS/WPQR, calibrated total station, digital level, IR thermometer, straightedge, gauges, camera, and PPE. Confirm hammer, helmet, and leads compatibility before mobilization.
Open the checklist on a tablet or phone. Start a new pile record by selecting location, pile ID, and hammer ID. Enable offline mode if coverage is poor.
Using the Interactive Checklist: tick each item as work progresses, attach photos of tags, welds, gauges, and instruments, and enter readings (kJ, mm/blow, elevations) in the provided fields.
Add Comments: record variances, approvals, and engineer directions. Mention times for pauses and restrike, and link to WPS numbers and NDT reports for splices.
Export: generate a commentable, QR-secured report and export as PDF/Excel. Share with the superintendent, inspector, and engineer for daily review.
Sign-Off: capture digital signatures from contractor and inspector. Archive the report with photos, logs, and survey files in the project folder for traceability.

Drive steel H-piles checklist: shoes, splices, blow counts

Start Interactive Checklist

Steel H-Pile Driving Inspection

Call to Action

Jeny Johns Jeny Johns

Jan 03, 2026

394

FAQ

Question: What penetration and blow count criteria should I apply for acceptance?

Use the acceptance criteria in the approved project specifications and authority requirements. Typically, acceptance involves meeting a minimum penetration to tip elevation or achieving refusal defined by a blow count per 25 mm. Record blows per 0.25 m near final depth and document final set. Seek written direction for any deviations.

Question: How should I manage splices and welding quality during pile driving?

Plan splices only within approved zones, prepare faces properly, and fit-up with clamps to control mismatch. Weld per an approved WPS, documenting welder qualifications, parameters, and consumable batch details. After cooling, perform VT and any specified MT/UT. Photograph results, record indications, and document repairs and re-examination outcomes.

Question: What alignment tolerances are acceptable for steel H-piles?

Common practice targets plumb within 1:100 (1%) in both axes and plan location within ±25 mm, unless the project specifies otherwise. Verify with a digital level or inclinometer and a total station. Record readings and capture instrument display photos to substantiate compliance with the project requirements.

Question: Why is PDA testing not included in this checklist?

PDA is intentionally excluded per scope. This checklist relies on controlled blow counts, penetration measurements, and documented restrike behavior for acceptance. If dynamic testing is required by the project, manage it under a separate, approved procedure and reference its results alongside the driving records.