Start your 7-day free trial — no credit card required. Get started →
Upload your specs, generate your ITP log, schedule inspections, and track results — all in one platform.
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 308.13.4 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
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
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
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
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
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 308.13.4 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
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
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
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
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
The Problem
pages of dense specifications
platform for the full workflow
SpecFunnel reads your specs, extracts testing requirements into an organized ITP log, and lets you schedule inspections with one-click email approvals — so your team spends less time on paperwork and more time building.
Workflow
Upload plans and specs as PDFs — up to 1,000+ pages. We handle the rest.
Receive an ITP log with test requirements extracted and organized by CSI division — yours to review and adjust.
Request inspections directly from your log. Inspectors approve or deny via email — no account needed.
Upload inspection reports and match them to your log. Results sorted automatically by pass/fail.
Try It Yourself
Click through real construction data — no sign-up required. This is what your project looks like inside SpecFunnel.
Talk to Us
See how SpecFunnel takes you from specs to scheduled, tracked inspections — all in one platform.