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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.

Watch how SpecFunnel turns project documents into an organized and unified ITP your project teams can review, track, and export.

Stage 01 · Receive ITP

Receive a professionally reviewed ITP.

Share your contract documents with our team, and our in-house construction professionals take the first pass off your plate.

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 · Track

Reports tracked.

Upload report PDFs, and SpecFunnel extracts the results, inspector, location, and spec reference for review.

Reports organized in one unified log.
Documents tied to contract requirements.
Track and manage subcontractor performance.

Stage 03 · Export

Ready for turnover.

Export your reviewed ITP log and organized report packages.

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

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

Bring SpecFunnel onto your next project.

Schedule a Demo

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Field Engineer, Top 10 ENR Contractor

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

Project Engineer, Top 10 ENR GC

Testimonials

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“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

FAQ

Frequently Asked Questions

What does SpecFunnel do?+

SpecFunnel turns dense contract documents into a source-linked inspection and testing plan your project team can review, adjust, and own.

We extract quality requirements from your specs and plans, organize them by CSI division, and connect each item back to its contract reference. From there, your team can track inspection reports against the requirements already in the log and export clean packages for review, turnover, or internal QC meetings.

Who is SpecFunnel for?+

SpecFunnel is built for construction teams responsible for quality control: QC managers, project engineers, quality engineers, superintendents, and general contractors managing inspection and testing requirements.

It is especially useful on complex projects where your team needs clear visibility into documentation, inspections, lab tests, mockups, hold points, turnover requirements, and who is responsible for keeping each item moving.

What does the setup process look like?+

1. You send us your project documents.

2. Our construction-grade AI models prepare the first ITP draft.

3. One of our construction quality professionals reviews the log.

4. We turn the quality system over to your team, typically the next day for pilot projects.

5. Your team refines, approves, and owns the final log.

What happens after setup?+

Your team can adjust the log to fit the project's specific needs, assign responsibility, and use it as the source of truth for quality requirements.

As reports come in, you can upload report PDFs or email them to your project-specific inbox. SpecFunnel organizes the reports, extracts the key fields, and tracks them against the requirements in your contract documents.

How do we know the output is trustworthy?+

SpecFunnel is built for review and control, not blind automation. Every requirement is tied back to its spec reference, and every field is fully adjustable by your team.

Before the draft is turned over, a construction quality professional reviews the log. Your team still has the final say on what gets approved, assigned, exported, and used in the field, so SpecFunnel gives you leverage without taking control away from your QC team.

Is my data secure?+

Your project documents are handled 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 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 focused specifically on inspection and test plan management: reading your contract documents, identifying quality requirements, and producing a source-linked ITP log for your team to control.

Many teams can still use Procore for project management while using SpecFunnel to build and maintain the quality requirement log Procore does not generate.

See the full comparison →

How is SpecFunnel different from Autodesk?+

Autodesk Construction Cloud is strong for document management, model coordination, and broader project workflows. SpecFunnel is narrower: it is built to extract testing and inspection requirements from specs and plans into a structured ITP draft for quality review.

Autodesk and Procore integrations are coming soon, but SpecFunnel already gives your team clean ITP logs and report packages you can export to PDF or Excel.

See the full comparison →

Talk to Us

Ready to simplify your quality plan?

See how you can provide your project teams with visibility and clarity into their contracted quality requirements.

info@specfunnel.com

(858) 525-2171

The quality platformfor construction.The qualityplatform for construction.

Turn dense contract language into clear field requirements.

Receive a professionally reviewed ITP.

Reports tracked.

Ready for turnover.

Built to fit your construction stack.

Microsoft Excel

Autodesk Construction Cloud

Procore

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

Frequently Asked Questions

Ready to simplify your quality plan?

The quality platformfor construction.The quality
platform for construction.