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was done.

Turn construction documents into a professionally reviewed ITP—and keep quality documentation traceable through turnover.

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Trusted by QC Teams at Top 20 ENR Contractors

SECTION 03 30 00 — CAST-IN-PLACE CONCRETE

3.6 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency.
B. Concrete Tests:
  1. Sampling Fresh Concrete: ASTM C172
  2. Slump: ASTM C143/C143M
  3. Air Content: ASTM C231, pressure method
  4. Compressive Strength: ASTM C39/C39M
     a. Cast and cure three standard cylinders
     b. Test one cylinder at 7 days
     c. Test two cylinders at 28 days
  5. Temperature: ASTM C1064 at point of delivery
C. Tolerances:
  1. Slab thickness: +3/8 in., -1/4 in.
  2. Horizontal alignment: ±1/2 in. in 10 ft
  3. Vertical alignment: ±1/4 in. in 10 ft
D. Curing Requirements:
  1. Maintain 50°F minimum for 7 days
  2. Moisture cure per ACI 308.1

SECTION 31 23 00 — EXCAVATION AND FILL

3.4 FIELD QUALITY CONTROL
A. Grading and Fill Tests:
  1. Proctor Density: ASTM D1557 Modified
  2. In-place Density: ASTM D6938 Nuclear Method
  3. Minimum compaction: 95% of max dry density
B. Testing Frequency:
  1. Every 2-foot lift of fill
  2. Every 500 square feet of subgrade
  3. At each change of material source
C. Subgrade Preparation:
  1. Proof-roll with loaded dump truck
  2. Remove soft spots and replace with structural fill
  3. Scarify and recompact to 6-inch depth
D. Acceptance Criteria:
  1. No pumping or rutting under proof-roll
  2. Density tests within specified range

SECTION 05 12 00 — STRUCTURAL STEEL FRAMING

3.3 FIELD QUALITY CONTROL
A. Special Inspection per IBC Chapter 17.
B. Welding Inspection:
  1. Visual: AWS D1.1 all welds
  2. Ultrasonic: ASTM E164 for CJP welds
  3. Magnetic Particle: ASTM E709
C. Bolt Inspection:
  1. Pre-installation verification per RCSC
  2. Pretensioned: calibrated wrench or DTI
  3. Slip-critical: Faying surfaces clean, dry
D. Tolerances per AISC Code of Standard Practice:
  1. Column plumbness: 1/500 of height
  2. Beam sweep: L/1000
  3. Elevation: ±3/4 in. from theoretical
E. Fireproofing inspection after steel erection

SECTION 22 10 00 — PLUMBING PIPING

3.10 WATER SYSTEM TEST
A. Fill piping with water and purge air.
B. Test pressure: 150 psi minimum for 2 hours.
C. No leakage permitted. Repair and retest.
3.14 DWV TESTING
A. Air Test: 5 psi gauge for 15 minutes.
B. Water Test: 10-foot head for minimum 15 min.
C. Inspect joints for leaks with detector.
3.16 STORM DRAINAGE TEST
A. Flood test each horizontal drain for 15 min.
B. No leakage at joints or connections.
C. Verify proper slope: 1/4 in. per foot minimum
D. Video inspection of underground mains
  1. Record location of all connections
  2. Document pipe condition and alignment

SECTION 26 05 00 — COMMON WORK FOR ELECTRICAL

3.03 TESTING AND INSPECTION
A. Insulating Resistance Testing:
  1. Megger test on each circuit at 500V DC
  2. Duration: one minute minimum
  3. Record readings for each circuit
B. Operating Test:
  1. Demonstrate operation of each system
  2. Verify proper phase rotation
  3. Test ground fault protection devices
C. Grounding System:
  1. Test electrode resistance: 5 ohms maximum
  2. Verify bonding at all connections
  3. Document with calibrated earth ground tester
D. Emergency Power:
  1. Transfer switch: 10-second maximum
  2. Load bank test: 4 hours at rated capacity

SECTION 07 92 00 — JOINT SEALANTS

3.4 FIELD QUALITY CONTROL
A. Adhesion Testing:
  1. Field adhesion test per ASTM C1521
  2. Test three locations per elevation
  3. Minimum: 100% cohesive failure
B. Inspection:
  1. Verify joint preparation prior to sealant
  2. Check backer rod depth and diameter
  3. Document ambient conditions
C. Environmental Requirements:
  1. Temperature: 40°F to 100°F
  2. No rain within 24 hours of application
  3. Surfaces must be dry and frost-free
D. Quality Records:
  1. Log sealant batch numbers per location
  2. Photograph joints before and after sealing

SECTION 03 30 00 — CAST-IN-PLACE CONCRETE

3.6 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified testing agency.
B. Concrete Tests:
  1. Sampling Fresh Concrete: ASTM C172
  2. Slump: ASTM C143/C143M
  3. Air Content: ASTM C231, pressure method
  4. Compressive Strength: ASTM C39/C39M
     a. Cast and cure three standard cylinders
     b. Test one cylinder at 7 days
     c. Test two cylinders at 28 days
  5. Temperature: ASTM C1064 at point of delivery
C. Tolerances:
  1. Slab thickness: +3/8 in., -1/4 in.
  2. Horizontal alignment: ±1/2 in. in 10 ft
  3. Vertical alignment: ±1/4 in. in 10 ft
D. Curing Requirements:
  1. Maintain 50°F minimum for 7 days
  2. Moisture cure per ACI 308.1

SECTION 31 23 00 — EXCAVATION AND FILL

3.4 FIELD QUALITY CONTROL
A. Grading and Fill Tests:
  1. Proctor Density: ASTM D1557 Modified
  2. In-place Density: ASTM D6938 Nuclear Method
  3. Minimum compaction: 95% of max dry density
B. Testing Frequency:
  1. Every 2-foot lift of fill
  2. Every 500 square feet of subgrade
  3. At each change of material source
C. Subgrade Preparation:
  1. Proof-roll with loaded dump truck
  2. Remove soft spots and replace with structural fill
  3. Scarify and recompact to 6-inch depth
D. Acceptance Criteria:
  1. No pumping or rutting under proof-roll
  2. Density tests within specified range

SECTION 05 12 00 — STRUCTURAL STEEL FRAMING

3.3 FIELD QUALITY CONTROL
A. Special Inspection per IBC Chapter 17.
B. Welding Inspection:
  1. Visual: AWS D1.1 all welds
  2. Ultrasonic: ASTM E164 for CJP welds
  3. Magnetic Particle: ASTM E709
C. Bolt Inspection:
  1. Pre-installation verification per RCSC
  2. Pretensioned: calibrated wrench or DTI
  3. Slip-critical: Faying surfaces clean, dry
D. Tolerances per AISC Code of Standard Practice:
  1. Column plumbness: 1/500 of height
  2. Beam sweep: L/1000
  3. Elevation: ±3/4 in. from theoretical
E. Fireproofing inspection after steel erection

SECTION 22 10 00 — PLUMBING PIPING

3.10 WATER SYSTEM TEST
A. Fill piping with water and purge air.
B. Test pressure: 150 psi minimum for 2 hours.
C. No leakage permitted. Repair and retest.
3.14 DWV TESTING
A. Air Test: 5 psi gauge for 15 minutes.
B. Water Test: 10-foot head for minimum 15 min.
C. Inspect joints for leaks with detector.
3.16 STORM DRAINAGE TEST
A. Flood test each horizontal drain for 15 min.
B. No leakage at joints or connections.
C. Verify proper slope: 1/4 in. per foot minimum
D. Video inspection of underground mains
  1. Record location of all connections
  2. Document pipe condition and alignment

SECTION 26 05 00 — COMMON WORK FOR ELECTRICAL

3.03 TESTING AND INSPECTION
A. Insulating Resistance Testing:
  1. Megger test on each circuit at 500V DC
  2. Duration: one minute minimum
  3. Record readings for each circuit
B. Operating Test:
  1. Demonstrate operation of each system
  2. Verify proper phase rotation
  3. Test ground fault protection devices
C. Grounding System:
  1. Test electrode resistance: 5 ohms maximum
  2. Verify bonding at all connections
  3. Document with calibrated earth ground tester
D. Emergency Power:
  1. Transfer switch: 10-second maximum
  2. Load bank test: 4 hours at rated capacity

SECTION 07 92 00 — JOINT SEALANTS

3.4 FIELD QUALITY CONTROL
A. Adhesion Testing:
  1. Field adhesion test per ASTM C1521
  2. Test three locations per elevation
  3. Minimum: 100% cohesive failure
B. Inspection:
  1. Verify joint preparation prior to sealant
  2. Check backer rod depth and diameter
  3. Document ambient conditions
C. Environmental Requirements:
  1. Temperature: 40°F to 100°F
  2. No rain within 24 hours of application
  3. Surfaces must be dry and frost-free
D. Quality Records:
  1. Log sealant batch numbers per location
  2. Photograph joints before and after sealing

See how it works

Turn dense contract language into clear field requirements.

See how a professionally reviewed ITP becomes a live quality evidence register—connecting project requirements to the documentation that proves them.

Stage 01 · Establish Requirements

Receive a professionally reviewed ITP.

Share your construction documents with our team. SpecFunnel prepares the first draft, and a construction quality professional reviews it before your team approves and owns the ITP.

Save your team 40+ hours by not building manually from scratch.
Clear visibility into field requirements for documentation, hold points, lab tests, mockups, inspections, and more.
Every requirement tied back to its spec reference, every field fully adjustable.

03 35 00

Concrete Finishing

Specs

Specialized Finish Mock-Up

Reference

1.5.D, 1.5.D.1, 1.5.D.3

Description

Mock-up required to verify finish selections and aesthetic effects.

Frequency

Prior to fabrication and installation.

Page

441

03 35 00

Concrete Finishing

From Specs

Floor Profile MeasurementSpecs

Specialized Finish Mock-UpSpecs

Pre-Installation ConferenceSpecs

Finish Suitability ConfirmationSpecs

Surface Defect InspectionSpecs

Patch Test AreaSpecs

Uniform Surface Tolerance TestSpecs

Specialized Finish Mock-Up

From Specs

Test Standard:

1.5.DNot identified in AI extraction. Verify with contract documents.

Reference:

1.5.D, 1.5.D.1, 1.5.D.1.a, 1.5.D.3

Test Description:

1.5.DMock-up for each form of specialized concrete finish required to verify selections and demonstrate aesthetic effects.

Procedure & Rules:

1.5.DBuild mock-up for each form of construction and finish required to verify selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mock-up using materials indicated for the completed Work.

1.5.D.1Build mock-up in the location and of the size indicated, or if not indicated, as directed by Architect. Contractor shall provide structural support framework.

1.5.D.1.aShow typical components, attachments to building structure, and requirements of installation.

Frequency:

1.5.DPrior to fabrication and installation.

Acceptance Criteria:

1.5.D.3Obtain Architect's acceptance of mock-ups before starting fabrication or installation.

Page Numbers:

441

385

Reports

445

Passed

Failed

In Progress

Closed

Find Reports

445 inspections found

Pass

All Subs

Pass

Post-Tension Elongation Inspection

Matched to: Tendon Stressing Verification

Barrd RebarKameron VitaliLevel 6C5/3/24-5/4/24

Pass

Epoxy Anchoring

Matched to: Epoxy Anchor Bolts Installed in Concrete

CNB ConcreteKameron VitaliMeeting room CMU wall tie-in on gridline(s): L2/1103-1103.210/07/2025

Pass

Concrete Placement Observation

Matched to: Concrete Composite Sampling & Placement Observation

CNB ConcreteKameron VitaliMeeting room area CMU wall(s) on gridline(s): L3-L5/1102.910/07/2025

Stage 02 · Build the Record

Quality evidence, connected.

Add inspection reports, test results, pre-installation meeting records, engineer reports, and other quality documentation. SpecFunnel connects each item to the applicable ITP requirement for review.

Quality documentation organized in one record.
Source files connected to project requirements.
Failures, corrections, retests, and closure history preserved.

Stage 03 · Deliver

Ready for turnover.

Export the approved ITP, source-linked quality register, and organized documentation package as one traceable turnover record.

Export to PDF or Excel by CSI MasterFormat.
Format maintained with your company’s logo and branding.
Ready for turnover, work packages, and preinstall meetings.

SpecFunnel Export

Inspection & Test Log

Generated 05/02/2025

Test name

Location

Date

Result

Compressive Strength

Podium slab · Grid C4

05/16/2025

Pass

Grout Sample · W-12

Level 2 CMU wall

04/30/2025

Fail

Bolt Torque Verification

Steel canopy embeds

04/29/2025

Pass

Fireproofing Thickness

Level 5 beams

04/29/2025

Pass

Floor Flatness Survey

Level 3 corridor

04/28/2025

Pass

Waterproofing Flood Test

Roof terrace

04/26/2025

Pass

PDF

XLSX

Your brand

Project case study

Tropical Hotel

Closeout impact

100+hours saved

SpecFunnel organized the project team's inspection and testing records into one traceable quality documentation package for project closeout.

“SpecFunnel saved our team an estimated 100 hours during closeout by organizing the inspection reports and assembling the project's quality documentation package.”

Michael Ishii

Project Manager, Top 10 ENR Contractor

Integrations

Built to fit your construction stack.

SpecFunnel exports clean ITP logs and report packages today to PDF and Excel. Autodesk and Procore integrations are coming soon.

Microsoft Excel

Autodesk Construction Cloud

Procore

Start with the requirements. Finish with the proof.

Schedule a Demo

District-Wide Reporting

One district view.Every project connected.

See project health, recurring failures, and the exact reports behind every result.

01
Live portfolio health
KPIs update as project teams upload reports.
02
Direct drilldowns
Move from a district trend to its project and PDF.
03
Cross-project insights
Spot repeated failures across every assigned job.
04
Flexible project scope
Include active work and hide completed projects.

Connected project network

Live activity

“SpecFunnel has been a great tool helping our team stay on top of organizing our inspection reports.”

Alia Ramirez

Assistant Superintendent, Top 10 ENR Contractor

“Overall, I really like the user interface and enjoy the organizational structure of the platform.”

Natassia McQueen

Field Engineer, Top 10 ENR Contractor

Testimonials

Trusted by top contractors.We are proud to work withthe nation's top contractors.

Used on data centers, hospitals, hospitality projects, and other complex construction programs.

“With SpecFunnel I really like what I see. It is user-friendly, intuitive, and adaptable. I really like that in at least one case, an inspection report prior to an elevated deck pour noted 4 different items inspected (PT, mild reinforcing at deck, reinforcing at core walls, and CMU) and it extracted the correct information from each and logged them correctly. I've done demos with a few people and they really like it as well. I'm going to walk through several more upper-level QC managers at our conference.”

Quality Manager, Top 20 ENR GC

“One of the biggest challenges in construction quality is not creating an Inspection and Testing Plan (ITP)—it's managing it. SpecFunnel helps bridge that gap by transforming specifications into a usable ITP and providing a clear path for tracking inspections, testing, and closeout documentation from start to finish.”

Dwight van der Spoel

District Quality Manager, Top 10 ENR Contractor

FAQ

Frequently Asked Questions

What does SpecFunnel do?+

SpecFunnel turns your construction documents into a professionally reviewed, source-linked ITP, then keeps the quality documentation required by that plan traceable through turnover.

Your team can see what is required, what has been received, what passed or failed, and what still needs review—without reconstructing the quality record at closeout.

Who is SpecFunnel for?+

SpecFunnel is built for construction teams responsible for delivering a complete, defensible quality record: QC managers, project engineers, quality engineers, superintendents, and general contractors.

It is especially valuable on complex projects where requirements are scattered across specs and plans and supporting evidence arrives through inspection reports, test results, pre-installation meeting records, engineer reports, and other quality documentation.

How quickly can my team get started?+

1. You send us your construction documents.

2. SpecFunnel prepares the first ITP draft using construction-grade AI.

3. A construction quality professional reviews the draft.

4. Your team reviews, adjusts, and approves the final ITP.

5. You begin adding quality documentation by upload or project email, with source documents kept traceable in the record.

For pilot projects, we typically deliver the reviewed draft the next day.

What happens as quality documentation arrives?+

Your team owns the reviewed ITP and can adjust any field as the project evolves.

As quality documentation arrives by upload or project email, SpecFunnel organizes it, extracts the relevant details, and connects it to the applicable ITP requirements for your review. Instead of searching through inboxes and folders at closeout, you build the turnover record as the work progresses.

How does my team stay in control?+

Every ITP requirement is tied to its spec reference, every extracted field is adjustable, and the source documentation remains available for review.

A construction quality professional reviews the ITP before delivery, while your team retains final control over what is approved and exported. SpecFunnel accelerates the work without asking your team to trust a black box.

How is my project data protected?+

Your project documents are treated as confidential construction records. Files are encrypted in transit and at rest, access is limited to the workflow needed to prepare and support your project, and your documents are not used to train public AI models.

For larger teams, we can support security review conversations during pilot onboarding.

How is SpecFunnel different from Procore?+

Procore is a broad project management platform. SpecFunnel is the specialized quality-evidence layer: it turns construction documents into a professionally reviewed ITP and keeps supporting quality documentation connected to that plan through turnover.

Your team can continue managing the broader project in Procore while using SpecFunnel to create and maintain the source-linked quality record Procore does not generate automatically.

See the full comparison →

How is SpecFunnel different from Autodesk?+

Autodesk Construction Cloud is strong for project document management, model coordination, and broad workflows. SpecFunnel uses construction documents for a narrower quality-specific job: building the reviewed ITP and maintaining the requirement-to-evidence record through turnover.

Your team can keep working in Autodesk while using SpecFunnel for this specialized workflow. Autodesk and Procore integrations are coming soon; PDF and Excel exports are available today.

See the full comparison →

Talk to Us

See what a complete construction quality record looks like.

See how SpecFunnel turns construction documents into a reviewed ITP and keeps quality documentation traceable through turnover.

info@specfunnel.com

(858) 525-2171

Know what'srequired.Prove whatwas done.Know what'srequired.Prove whatwas done.

Turn dense contract language into clear field requirements.

Receive a professionally reviewed ITP.

Quality evidence, connected.

Ready for turnover.

Tropical Hotel

Built to fit your construction stack.

Microsoft Excel

Autodesk Construction Cloud

Procore

One district view.Every project connected.

Live portfolio health

Direct drilldowns

Cross-project insights

Flexible project scope

Trusted by top contractors.We are proud to work withthe nation's top contractors.

Frequently Asked Questions

See what a complete construction quality record looks like.

Know what'srequired.Prove whatwas done.Know what's
required.
Prove what
was done.