HiperLon Distributed by SRW Products FEATURES BENEFITS APPLICATIONS DOSAGE RATES MIXING PACKAGING FINISHING PHYSICAL PROPERTIES Enhances performance & durability Provides secondary reinforcement True replacement for rebar Alkali resistant & non- corrosive Insoluble in water Mixes well in concrete High impact resistance Excellent finishability HiperLon fiber added to concrete mechanically locks in the fresh concrete matrix and adds flexural strength. HiperLon provides secondary reinforcement and rebar replacement without the worry of corrosion. With HiperLon, concrete is quicker to place, cuts labor costs, is highly impact resistant and improves your Bottom Line. HiperLon characteristics lend itself to a variety of concrete applications including: slab- on- grade, precast concrete, shot- crete, paving, corrosive area placements and specialty concrete applications. For general applications such as slab- on- grade, a standard dosage of 5 lbs. /yd3 is recommended. Other fibers require higher dosage rates or cannot meet requirements to achieve similar performance. For other applications, consult with your ICF representative for recommended dosages. Follow ASTM C- 94 guidelines. HiperLon can be added directly to the mix at the jobsite or during batching of ingredients, but not as the first ingredient and should be mixed for a minimum of 5 minutes at full mixing speed. 1 Carton/20 lbs. per box; 24 Cartons/Pallet; 11 Pallets/20 ft. Container. Bulk gaylords are available on request. There is little surface protrusion when using HiperLon. HiperLon can be pumped or placed using conventional equipment and HiperLon can be used with most finishing techniques including power or hand troweling and broom finished concrete. Material Specific Gravity (g/m3) Impact Resistance Blast Resistance Tensile Strength Acid & Alkali Resistance Color Dispersity Rate Filament Diameter (mm) Fiber Count (fiber/lb.) Fiber Length inch (mm) Modified Nylon 1.15 High High 116 ksi. Excellent Off White Excellent 1.0 7500 3 inch (76mm) (see availability of other lengths)
HiperLon Distributed by SRW Products TESTING Introduction: This document presents the summary of the laboratory testing performed by TEC on samples of concrete containing HiperLon fiber at different application rates. The scope of the testing was as follows: Perform laboratory batching of concrete with and without fibers according to ASTM C 1609 A. Flexural Strength (ASTM C 78-10) B. ASTM C 1609 C. Resiliency D. ASTM C 1018 Summary of Test Results: The following is a summary of the tests results: Dosage per yard/3 Resiliency 3 17.37% 5 28.33% 10 41.39% 15 46.67% 25 54.01% ARS/PSI 227 psi 364 psi 512 psi 630 psi 725 psi I10 4.8 4.8 5.8 7.0 9.0 Conclusion: Based on the test results, HiperLon fiber can be used at a specified dosage rates to replace welded wire mats and rebar in specified concrete placements. All information, recommendations and advice provided by ICF Mercantile regarding products and their use and application is based on ICF Mercantile s experience with such products when properly stored, handled and applied under normal conditions. ICF Mercantile reserves the right to change the properties of the Hiper- Lon product without prior notice. No offer or solicitation of sale or purchase is made under or with this information sheet
ICF Concrete Additives LLC. 2125 Center Avenue, Suite 400 Fort Lee, NJ 07024 www.icfconcreteadditives.com 3 Part Master Specification (HiperLon) This specification is to be used to assist the design professional in the preparation of project specifications for each individual project, and follows the established guidelines set forth by CSI (Construction Specifications Institute). This section must be reviewed by the design professional of record and may be used with minor editing for any master specification system. Coordinate this section, as appropriate, with other specification sections and project drawings. SECTION 03240: Synthetic Fiber Reinforcement PART 1 General 1.1 Section Contains 1.1.1 Synthetic fibers used as reinforcement in concrete. 1.1.2 Related Sections 1.1.2.1 Section 03210-Reinforcing Steel 1.1.2.2 Section 03300-Cast-In-Place Concrete 1.1.2.3 Section 03370-Shotcrete 1.1.2.4 Section 03500-Cementitious Decks and Underlayment 1.2 Submittals 1.2.1 Product Data Submit manufacturer s product data, application rate and mixing instructions. 1.2.2 Samples Samples to be supplied by manufacturer to the engineer of record if requested, samples to be of the same configuration as specified for project. 1.2.3 Manufacturer s Certification - Submit manufacturer s certification that shows compliance of synthetic fiber reinforcement with specified requirements. 1.2.4 Quality Assurance 1.2.4.1 Related test reports from independent laboratories. 1.2.4.2 MSDS 1.2.5 Delivery, Storage and Handling 1.2.5.1 Delivery Using standard methods of transportation, the fiber reinforcement should be delivered in marked boxes and identifiable for traceability. 1.2.5.2 Storage Keep Synthetic Fiber Reinforcement in a clean and dry environment per manufacturer s instructions.
1.2.5.3 Handling Keep Synthetic Fiber Reinforcement from being contaminated during storage, measure amount needed and add to concrete for mixing. 1.2.6 References 1.2.6.1 American Concrete Institute (ACI) 1.2.6.1.1 ACI 211.1-Standard practices for selecting proportions for normal weight concrete 1.2.6.1.2 ACI 302-Guide for Concrete Floor and Slab Construction 1.2.6.1.3 ACI 318-Building Codes Requirements for Reinforced Concrete 1.2.6.1.4 ACI 360-Design of Slabs on Grade 1.2.6.1.5 ACI 544.1R-State-of-the-Art Report on Fiber Reinforced Concrete 1.2.6.2 American Society of Testing and Materials (ASTM) 1.2.6.2.1 C1116-Specification for fiber reinforced concrete and shotcrete 1.2.6.2.2 C1399-Test method for obtaining average residualstrength of fiber reinforced concrete 1.2.6.2.3 C78-Test method for flexural strength of concrete 1.2.6.2.4 C94-Specification for ready-mixed concrete PART 2 PRODUCTS 2.1 Manufacturer 2.1.1 ICF Concrete Additives, LLC 2125 Center Avenue, Suite 400 Fort Lee, NJ 07024 www.icfconcreteadditives.com Phone 1-201-482-8032 2.2 Synthetic Fiber Reinforcement 2.2.1 fiber with min ARS of 227 psi at 3 lb dosage min, 364 psi at 5 lb dosage min, 512 psi at 10 lb dosage 2.2.1.1 Material High tenacity braided nylon that meet the requirements of ASTM C1116 Section 4.1.3 and Note 3 and ICC ES AC 32 Sections 4.1.1 and 4.1.2. 2.3 Physical Characteristics 2.3.1 Configuration Braided 2.3.2 Length 3inch 2.3.3 Dosage 3-30 lbs. per cubic yard 2.3.4 Specific Gravity 1.15 2.3.5 ARS 227 psi at 3 lb dosage min, 364 psi at 5 lb dosage min, 512 psi at 10 lb dosage 2.3.6 Tensile Strength 116 ksi. min PART 3 EXECUTION 3.1 Examination Verify that the correct fiber and dosage is being used 3.2 Mixing Follow proper mixing as specified in ASTM C 94
November 26, 2012 Mr. Mike Riley Phone: 443-865-6891 Hipertex Armor, LLC Email: mrhipertex@verizon.net 1954 Halethorpe Farms Road, Suite 600B Baltimore, MD 21227 Subject: Report of Testing Performance of Fiber-Reinforced Concrete ASTM C 1609-10 Project Name: 3 Nylon Fiber Testing TEC Project No.: 12-0972 TEC Laboratory No.: 12-511 Dear Mr. Riley: Testing Engineering and Consulting Services, Inc. (TEC Services) is an AASHTO R18 and International Accreditation Service (IAS) (TL-458) accredited laboratory in compliance with ANS/ISO/IEC Standard 17025:2005 and is an Army Corps of Engineering approved laboratory. TEC Services is pleased to present this report on the testing of cast fiber reinforced concrete beams in October of 2012. The fiber used in testing was designated as a 3 inch Nylon Macro Fiber at dosages of 3.00, 5.00, 10.00, and 15.00 pcy. The testing of the beams was performed in accordance with ASTM C1609-10 Standard Test Method for Flexural performances of Fiber- Reinforced Concrete (Using Beam With Third-Point Loading) at an age of 7 days. This work was performed in accordance with our Service Agreement (TEC-PRO-12-0972). The test results presented only pertain to the samples tested. Mix proportions and fresh concrete properties are reported on the following page along with hardened concrete properties. The mix design used was representative of a standard 4,000-5,000 psi slab mix at 7 days. Per ASTM C1609 the beam samples were tested using a Satec- Model 5590-HVL closed-loop, dynamic servo-hydraulic, testing machine conforming to the requirements of ASTM E4-07 Standard Practices for Force Verification of Testing Machines. Load and deflection data were collected electronically at a frequency of 5 Hertz. Three 6 x 6 x 20 beam samples were cast for each mix and tested using a 18 span length. The load was applied perpendicular to the molded surfaces after the edges were ground with a rubbing stone. Net deflection values, for both data acquisition and rate control, were obtained at the mid-span and mid-height of the beams. The rate was held constant at 0.002 in/min of average net deflection for the entire duration of each test. ASTM C1609 test results are reported in Tables 2-5. Graphs of the load versus deflection curves of the beams tested are presented in Figures 1-4. Deflection measurements were taken after the completion of the C1609 test method and used for calculating resilience of the beams specimens. The beams were unloaded and the deflection at which the beam return was recorded and subtracted from the maximum deflection achieved during testing (0.12 inches). This value was then converted to a percentage by dividing the difference by 0.12 inches and multiplying by 100. Calculated resiliency is reported in Table 2. 1
ASTM Designation Classification Table 1 Concrete Mix Design and Properties Source Mix 1 (pcy) Mix 2 (pcy) Mix 3 (pcy) C150 Type I/II Cement Lehigh - Leeds Alabama 625 625 625 625 C33 Natural Sand Lambert Sand Company 1283 1283 1265 1252 C33 #57 Crushed Granite Vulcan - Lithonia 1734 1734 1734 1734 C94 Water - Potable Lawrenceville, GA 300 (0.48 w/c) 300 (0.48 w/c) 300 (0.48 w/c) Mix 4 (pcy) 300 (0.48 w/c) C494 Type F Admixture Grace Adva 140 3.040 3.040 3.040 3.040 C1116 Synthetic Fiber 3" Nylon Fiber 3.00 5.00 10.00 15.00 C192 Designed Air Content Non Air Entrained 2.00 2.00 2.00 2.00 Plastic & Hardened Concrete Properties C143 Slump After Fiber Addition (in) 6.50 5.00 3.25 3.50 C231 Air Content After Fiber Addition (%) 2.5 2.2 2.4 3.3 C29 Unit Weight After Fiber Addtion (pcf) 145.3 145.1 144.5 142.7 C1064 Concrete Temperature F 73 74 73 73 C1064 Air Temperature F 72 73 72 72 C39 7 day Average Compressive Strength 6" x 12" Cyl - (psi) Table 2 Unloaded Deflection Measurements Resiliency (%) 4,760 4,780 4,480 4,280 Dosage 3.00 pcy 5.00 pcy 10.00 pcy 15.00 pcy Beam Sample Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) 1 0.1025 14.6 0.0874 27.2 0.0730 39.2 0.0570 52.5 2 0.1000 16.7 0.0860 28.3 0.0680 43.3 0.0650 45.8 3 0.0950 20.8 0.0850 29.2 0.0700 41.7 0.0620 48.3 Average 0.0992 17.4 0.0861 28.2 0.0703 41.4 0.0613 48.9 TESTING, ENGINEERING & CONSULTING SERVICES, INC. James G. McCants III Laboratory Manager, Chemist Shawn P. McCormick Laboratory Principal Attachments: Tables 3-6 Figures 1-4 Page 2 of 6
Table 3 ASTM C1609 Test Results Nylon at 3.00 pcy Specimen ID 1 2 3 Avg Specimen Dimension Initial Deflections Loads Stresses Toughness Indices Residual Ratios Width (in) 6.00 5.95 6.05 6.00 Depth (in) 6.00 5.95 5.90 5.95 First Crack (in) 0.0026 0.0024 0.0025 0.0025 Peak (in) 0.0034 0.0030 0.0031 0.0032 First Crack (lbs) 6,981 6,199 6,489 6,556 Peak (lbs) 7,814 6,852 7,196 7,287 L/600 (lbs) 629 663 663 652 L/150 (lbs) 661 800 514 658 First Crack (psi) 580 530 555 555 Peak (psi) 650 585 615 615 L/600 (psi) 50 55 55 55 L/150 (psi) 55 70 45 55 Toughness (in-lbs) 110 120 100 110 Fe3 (psi) 76 85 71 77 Re3 (%) 13.1 16.0 12.8 14.0 I5 3.8 3.9 3.6 3.8 I10 4.8 5.1 4.8 4.9 I20 5.9 6.4 6.2 6.2 I30 6.8 7.5 7.2 7.2 I50 8.6 9.7 8.9 9.1 R5,10 20.0 24.0 24.0 22.7 R10,20 11.0 13.0 14.0 12.7 R10,30 10.0 12.0 12.0 11.3 R10,50 9.5 11.5 10.3 10.4 R20,50 9.0 11.0 9.0 9.7 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 1 ASTM C1609 Nylon at 3.00 pcy Page 3 of 6
Table 4 ASTM C1609 Test Results Nylon at 5.00 pcy Specimen ID 1 2 3 Avg Specimen Dimension Initial Deflections Loads Stresses Toughness Indices Residual Ratios Width (in) 5.90 6.00 6.00 5.97 Depth (in) 5.90 5.90 5.90 5.90 At First Crack (in) 0.0029 0.0025 0.0025 0.0026 At Peak (in) 0.0033 0.0029 0.0033 0.0032 First Crack (lbs) 7,225 6,552 6,511 6,763 Peak (lbs) 7,539 7,015 7,471 7,342 L/600 (lbs) 752 962 1,097 937 L/150 (lbs) 774 1,038 1,251 1,021 First Crack (psi) 635 565 560 585 Peak (psi) 660 605 645 635 L/600 (psi) 65 85 95 80 L/150 (psi) 70 90 110 90 Toughness (in-lbs) 120 150 170 147 Fe3 (psi) 88 108 122 106 Re3 (%) 13.9 19.1 21.8 18.3 I5 3.0 3.3 3.6 3.3 I10 4.0 4.6 4.8 4.5 I20 5.3 6.3 6.5 6.0 I30 6.3 7.7 8.2 7.4 I50 8.3 11.0 12.0 10.4 R5,10 20.0 26.0 24.0 23.3 R10,20 13.0 17.0 17.0 15.7 R10,30 11.5 15.5 17.0 14.7 R10,50 10.8 16.0 18.0 14.9 R20,50 10.0 15.7 18.3 14.7 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 2 ASTM C1609 Nylon at 5.00 pcy Page 4 of 6
Table 5 ASTM C1609 Test Results Nylon at 10.00 pcy Specimen Dimension Initial Deflections Specimen ID 1 2 3 Avg Width (in) 6.00 6.00 6.00 6.00 Depth (in) 6.00 5.90 6.00 5.97 At First Crack (in) 0.0024 0.0025 0.0024 0.0024 At Peak (in) 0.0030 0.0030 0.0032 0.0031 First Crack (lbs) 6,596 6,582 6,300 6,493 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 3 ASTM C1609 Nylon at 10.00 pcy Loads Peak (lbs) 7,256 7,301 7,001 7,186 L/600 (lbs) 958 1,022 1,507 1,162 L/150 (lbs) 1,292 1,430 2,330 1,684 First Crack (psi) 550 565 525 545 Stresses Peak (psi) 605 630 585 605 L/600 (psi) 80 90 125 100 L/150 (psi) 110 125 195 145 Toughness (in-lbs) 160 170 250 193 Toughness Fe3 (psi) 111 122 174 136 Re3 (%) 20.2 21.6 33.1 25.0 I5 3.5 3.4 4.1 3.7 Indices I10 4.8 4.8 5.8 5.1 I20 6.6 6.5 8.2 7.1 I30 8.1 8.1 10.6 8.9 I50 11.1 11.4 16.1 12.9 R5,10 26.0 28.0 34.0 29.3 Residual Ratios R10,20 18.0 17.0 24.0 19.7 R10,30 16.5 16.5 24.0 19.0 R10,50 15.8 16.5 25.8 19.4 R20,50 15.0 16.3 26.3 19.2 Page 5 of 6
Table 6 ASTM C1609 Test Results Nylon at 15.00 pcy Specimen Dimension Initial Deflections Specimen ID 1 2 3 Avg Width (in) 5.90 6.00 5.95 5.95 Depth (in) 5.90 6.00 5.90 5.93 At First Crack (in) 0.0021 0.0025 0.0026 0.0024 At Peak (in) 0.0030 0.0029 0.0032 0.0030 First Crack (lbs) 5,804 6,613 6,298 6,238 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 4 ASTM C1609 Nylon at 15.00 pcy Loads Peak (lbs) 7,034 7,042 6,710 6,929 L/600 (lbs) 2,126 1,949 1,675 1,917 L/150 (lbs) 3,197 2,661 2,356 2,738 First Crack (psi) 510 550 545 535 Stresses Peak (psi) 615 585 585 595 L/600 (psi) 185 160 145 165 L/150 (psi) 280 220 205 235 Toughness (in-lbs) 340 290 250 293 Toughness Fe3 (psi) 248 201 181 210 Re3 (%) 48.6 36.5 33.2 39.4 I5 4.5 3.6 3.6 3.9 Indices I10 7.0 5.4 5.2 5.9 I20 10.8 8.3 7.8 9.0 I30 14.4 11.3 10.4 12.0 I50 22.5 18.0 16.2 18.9 R5,10 50.0 36.0 32.0 39.3 Residual Ratios R10,20 38.0 29.0 26.0 31.0 R10,30 37.0 29.5 26.0 30.8 R10,50 38.8 31.5 27.5 32.6 R20,50 39.0 32.3 28.0 33.1 Page 6 of 6
November 26, 2012 Mr. Mike Riley Phone: 443-865-6891 Hipertex Armor, LLC Email: mrhipertex@verizon.net 1954 Halethorpe Farms Road, Suite 600B Baltimore, MD 21227 Subject: Report of Testing Performance of Fiber-Reinforced Concrete ASTM C 1609-10 Project Name: 3 Nylon Fiber Testing Shotcrete Panels TEC Project No.: 12-0972 TEC Laboratory No.: 12-511-2 Dear Mr. Riley: Testing Engineering and Consulting Services, Inc. (TEC Services) is an AASHTO R18 and International Accreditation Service (IAS) (TL-458) accredited laboratory in compliance with ANS/ISO/IEC Standard 17025:2005 and is an Army Corps of Engineering approved laboratory. TEC Services is pleased to present this report on the testing of the submitted shotcrete test panels October of 2012. The fiber used in the shotcrete was designated as a 3 inch Nylon Macro Fiber at dosages of 5.00 and 25.00 pcy. The testing of the beams was performed in accordance with ASTM C1609-10 Standard Test Method for Flexural performances of Fiber-Reinforced Concrete (Using Beam With Third-Point Loading) at ages of 7 & 28 days. This work was performed in accordance with our Service Agreement (TEC-PRO-12-0972). The test results presented only pertain to the samples tested. Four 6 x 6 x 20 beams were saw cut from each panel in accordance with ASTM C1140. Per ASTM C1609 the beam samples were tested using a Satec- Model 5590-HVL closed-loop, dynamic servo-hydraulic, testing machine conforming to the requirements of ASTM E4-07 Standard Practices for Force Verification of Testing Machines. Load and deflection data were collected electronically at a frequency of 5 Hertz. Two 6 x 6 x 20 beam samples were tested for each age at each dosage. The span length used in testing was 18 inches. The load was applied perpendicular to the molded surfaces after the edges were ground with a rubbing stone. Net deflection values, for both data acquisition and rate control, were obtained at the mid-span and mid-height of the beams. The rate was held constant at 0.002 in/min of average net deflection for the entire duration of each test. ASTM C1609 test results are reported in Tables 2 and 3. Graphs of the load versus deflection curves of the beams tested are presented in Figures 1 and 2. Deflection measurements were taken after the completion of the C1609 test method and used for calculating resilience of the beams specimens. The beams were unloaded and the deflection at which the beam return was recorded and subtracted from the maximum deflection achieved during testing (0.12 inches). This value was then converted to a percentage by dividing the difference by 0.12 inches and multiplying by 100. Calculated resiliency is reported in Table 1. 1
Hipertex Armor November 26, 2012 Shotcrete C1609 Testing Lab No. 12-511-2 Table 1 Unloaded Deflection Measurements Resiliency (%) Dosage 5.00 pcy 7 days 5.00 pcy 28 days 25.00 pcy 7 days 25.00 pcy 28 days Beam Sample Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) 1 0.0920 23.3 0.0870 27.5 0.0700 41.7 0.0700 41.7 2 0.0850 29.2 0.0900 25.0 0.0710 40.8 0.0780 35.0 Average 0.0885 26.3 0.0885 26.3 0.0705 41.3 0.0740 38.3 Testing, Engineering and Consulting Services, Inc. appreciates the opportunity to provide our professional services for this important project. If you have any questions regarding this report, or if we can be of further assistance please contact us at 770-995-8000. Sincerely, TESTING, ENGINEERING & CONSULTING SERVICES, INC. James G. McCants III Laboratory Manager, Chemist Shawn P. McCormick Laboratory Principal Attachments: Tables 2-5 Figures 1-4 Page 2 of 6
Table 2 ASTM C1609 Test Results Nylon at 5.00 pcy 7 days Specimen ID 1 2 Avg Specimen Dimension Initial Deflections Loads Stresses Toughness Indices Residual Ratios Width (in) 5.80 6.05 5.93 Depth (in) 5.75 5.90 5.83 First Crack (in) 0.0028 0.0025 0.0027 Peak (in) 0.0029 0.0028 0.0029 First Crack (lbs) 5,444 5,014 5,229 Peak (lbs) 5,595 5,281 5,438 L/600 (lbs) 583 535 559 L/150 (lbs) 552 753 653 First Crack (psi) 510 430 470 Peak (psi) 525 450 490 L/600 (psi) 55 45 50 L/150 (psi) 50 65 60 Toughness (in-lbs) 80 90 85 Fe3 (psi) 63 64 64 Re3 (%) 12.4 14.9 13.7 I5 2.3 2.9 2.6 I10 3.0 3.8 3.4 I20 4.1 5.0 4.6 I30 5.2 6.1 5.7 I50 7.4 8.3 7.9 R5,10 14.0 18.0 16.0 R10,20 11.0 12.0 11.5 R10,30 11.0 11.5 11.3 R10,50 11.0 11.3 11.2 R20,50 11.0 11.0 11.0 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 1 ASTM C1609 Nylon at 5.00 pcy 7 days Page 3 of 6
Table 3 ASTM C1609 Test Results Nylon at 5.00 pcy 28 days Specimen ID 1 2 Avg Specimen Dimension Initial Deflections Loads Stresses Toughness Indices Residual Ratios Width (in) 5.90 5.80 5.85 Depth (in) 5.90 6.25 6.08 At First Crack (in) 0.0025 0.0024 0.0025 At Peak (in) 0.0027 0.0027 0.0027 First Crack (lbs) 5,916 5,696 5,806 Peak (lbs) 6,091 6,007 6,049 L/600 (lbs) 434 747 591 L/150 (lbs) 495 913 704 First Crack (psi) 520 455 490 Peak (psi) 535 475 505 L/600 (psi) 40 60 50 L/150 (psi) 45 75 60 Toughness (in-lbs) 70 120 95 Fe3 (psi) 51 79 65 Re3 (%) 9.8 17.4 13.6 I5 2.6 2.8 2.7 I10 3.3 3.5 3.4 I20 4.1 4.8 4.5 I30 4.8 6.1 5.5 I50 6.3 9.0 7.7 R5,10 14.0 14.0 14.0 R10,20 8.0 13.0 10.5 R10,30 7.5 13.0 10.3 R10,50 7.5 13.8 10.7 R20,50 7.3 14.0 10.7 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 2 ASTM C1609 Nylon at 5.00 pcy 28 days Page 4 of 6
Table 4 ASTM C1609 Test Results Nylon at 25.00 pcy 7 days Specimen Dimension Initial Deflections Specimen ID 1 2 Avg Width (in) 6.05 5.90 5.98 Depth (in) 5.80 5.75 5.78 At First Crack (in) 0.0027 0.0028 0.0028 At Peak (in) 0.0031 0.0033 0.0032 First Crack (lbs) 4,745 4,838 4,792 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 3 ASTM C1609 Nylon at 25.00 pcy 7 days Loads Peak (lbs) 5,154 5,258 5,206 L/600 (lbs) 2,402 1,962 2,182 L/150 (lbs) 3,273 2,895 3,084 First Crack (psi) 420 445 435 Stresses Peak (psi) 455 485 470 L/600 (psi) 210 180 195 L/150 (psi) 290 265 280 Toughness (in-lbs) 330 290 310 Toughness Fe3 (psi) 243 223 233 Re3 (%) 57.9 50.1 54.0 I5 3.7 3.3 3.5 Indices I10 5.9 5.2 5.6 I20 10.6 9.1 9.9 I30 15.9 13.3 14.6 I50 27.5 23.0 25.3 R5,10 44.0 38.0 41.0 Residual Ratios R10,20 47.0 39.0 43.0 R10,30 50.0 40.5 45.3 R10,50 54.0 44.5 49.3 R20,50 56.3 46.3 51.3 Page 5 of 6
Table 5 ASTM C1609 Test Results Nylon at 25.00 pcy 28 days Specimen Dimension Initial Deflections Specimen ID 1 2 Avg Width (in) 6.10 6.10 6.10 Depth (in) 6.00 6.05 6.03 At First Crack (in) 0.0027 0.0028 0.0028 At Peak (in) 0.0030 0.0029 0.0030 First Crack (lbs) 5,508 5,777 5,643 Span Length = 18.00 inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 4 ASTM C1609 Nylon at 25.00 pcy 28 days Loads Peak (lbs) 5,885 5,838 5,862 L/600 (lbs) 1,966 2,913 2,440 L/150 (lbs) 2,449 4,049 3,249 First Crack (psi) 450 465 460 Stresses Peak (psi) 480 470 475 L/600 (psi) 160 235 200 L/150 (psi) 200 325 265 Toughness (in-lbs) 280 400 340 Toughness Fe3 (psi) 191 269 230 Re3 (%) 42.4 57.8 50.1 I5 3.6 3.3 3.5 Indices I10 5.4 5.6 5.5 I20 8.8 10.3 9.6 I30 12.5 15.6 14.1 I50 20.6 27.1 23.9 R5,10 36.0 46.0 41.0 Residual Ratios R10,20 34.0 47.0 40.5 R10,30 35.5 50.0 42.8 R10,50 38.0 53.8 45.9 R20,50 39.3 56.0 47.7 Page 6 of 6
HiperLon Fiber Testing Air Chart Dosage/lbs. Air Content Control 1.40% 3 1.60% 5 N/A 10 N/A 15 N/A Slump Loss Chart Dosage/lbs. Slump Control 6 3 4.5 5 3.5 10 2.25 15 1.5 Spread Loss Chart Dosage/lbs. Slump Control 24 3 24 5 21.5 10 16 15 N/A
Rebar Replacement Chart Use Macro Fiber to Replace 3000 PSI Concrete With Steel in Center Steel Design Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar #3 Rebar @ 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 Rebar @ #3 Rebar @ 6 o.c.e.w. #5 Rebar @ 15 o.c.e.w. 9 o.c.e.w. #6 Rebar @ #5 Rebar @ 12 o.c.e.w. *Call SRW Products for assistance #6 Rebar @ 15 o.c.e.w. 6 o.c.e.w. #7 Rebar @ Area (Sq. In.) 0.13 0.15 0.16 0.20 0.21 0.22 0.25 0.27 0.29 0.31 0.35 0.40 0.40 Cross Section Thickness (In.) 5 302/4 346/5 367/6 452/8 473/9 494/10 555/12 595/14 634/15 672/* 747/* 836/* 836/* 6 283/4 323/5 342/5 418/7 436/8 454/8 507/10 541/12 574/13 605/14 666/* 737/* 737/* 8 229/3 263/4 280/4 346/5 362/5 378/5 426/7 458/8 489/9 520/11 580/13 653/* 653/* 10 184/3 212/3 226/3 280/4 293/4 306/4 346/5 372/6 397/6 423/7 473/9 535/11 535/11 12 154/3 177/3 189/3 235/3 246/4 257/4 291/4 313/5 335/5 357/5 400/6 452/8 452/8 Use Macro Fiber to Replace 3500 PSI Concrete With Steel in Center Steel Design Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar #3 Rebar @ 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 Rebar @ #3 Rebar @ 6 o.c.e.w. #5 Rebar @ 15 o.c.e.w. 9 o.c.e.w. #6 Rebar @ #5 Rebar @ 12 o.c.e.w. *Call SRW Products for assistance #6 Rebar @ 15 o.c.e.w. 6 o.c.e.w. #7 Rebar @ Area (Sq. In.) 0.13 0.15 0.16 0.20 0.21 0.22 0.25 0.27 0.29 0.31 0.35 0.40 0.40 Cross Section Thickness (In.) 5 304/4 348/5 371/6 457/8 479/9 500/10 563/12 604/14 644/16 684/* 762/* 856/* 856/* 6 286/4 327/5 347/5 425/7 444/8 463/9 518/10 554/12 589/14 623/15 688/* 765/* 765/* 8 230/3 264/4 281/4 348/5 365/5 382/6 431/7 463/8 495/9 526/11 588/13 664/* 664/* 10 185/3 213/3 227/3 281/4 295/4 308/4 348/5 375/6 401/6 427/7 479/9 542/11 542/11 12 155/3 178/3 190/3 236/3 247/4 259/4 293/4 313/5 337/5 360/5 403/6 457/8 457/8 www.srwproducts.com 800-752-9326 World of Concrete Booth #N1062
Rebar Replacement Chart Use Macro Fiber to Replace 4000 PSI Concrete With Steel in Center Steel Design Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar #3 Rebar @ 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 Rebar @ #3 Rebar @ 6 o.c.e.w. #5 Rebar @ 15 o.c.e.w. 9 o.c.e.w. #6 Rebar @ #5 Rebar @ 12 o.c.e.w. *Call SRW Products for assistance #6 Rebar @ 15 o.c.e.w. 6 o.c.e.w. #7 Rebar @ Area (Sq. In.) 0.13 0.15 0.16 0.20 0.21 0.22 0.25 0.27 0.29 0.31 0.35 0.40 0.40 Cross Section Thickness (In.) 5 305/4 351/5 373/6 461/8 483/9 504/10 568/13 610/15 652/* 693/* 773/* 871/* 871/* 6 288/4 330/5 350/5 430/7 450/8 469/8 526/11 563/13 600/14 635/16 704/* 786/* 786/* 8 231/3 266/4 283/4 351/5 367/5 384/6 434/8 467/9 499/10 531/11 595/14 673/* 673/* 10 186/3 214/3 228/3 283/4 296/4 310/4 351/5 377/6 404/7 430/7 483/9 547/12 547/12 12 155/3 179/3 190/3 237/3 248/4 260/4 294/4 317/5 339/5 362/5 406/7 461/8 461/8 Use Macro Fiber to Replace 5000 PSI Concrete With Steel in Center Steel Design Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar Rebar #3 Rebar @ 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 Rebar @ #3 Rebar @ 6 o.c.e.w. #5 Rebar @ 15 o.c.e.w. 9 o.c.e.w. #6 Rebar @ #5 Rebar @ 12 o.c.e.w. *Call SRW Products for assistance #6 Rebar @ 15 o.c.e.w. 6 o.c.e.w. #7 Rebar @ Area (Sq. In.) 0.13 0.15 0.16 0.20 0.21 0.22 0.25 0.27 0.29 0.31 0.35 0.40 0.40 Cross Section Thickness (In.) 5 308/5 353/5 376/6 466/9 489/9 511/10 577/13 620/15 663/* 705/* 789/* 892/* 892/* 6 291/4 334/5 355/5 438/8 458/8 478/9 538/11 577/13 615/15 653/* 727/* 816/* 816/* 8 232/4 267/4 285/4 353/5 371/6 388/6 438/8 472/9 505/10 538/11 604/14 684/* 684/* 10 186/3 215/3 229/3 285/4 298/4 312/5 353/5 381/6 408/7 435/8 489/9 555/12 555/12 12 156/3 179/3 191/3 238/4 250/4 261/4 296/4 319/5 342/5 365/5 410/7 466/9 466/9 www.srwproducts.com 800-752-9326 World of Concrete Booth #N1062