HiperLon Distributed by SRW Products

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HiperLon Distributed by SRW Products FEATURES BENEFITS APPLICATIONS DOSAGE RATES MIXING PACKAGING FINISHING PHYSICAL PROPERTIES Enhances performance & durability Provides secondary reinforcement True

the fresh concrete matrix and adds flexural strength. HiperLon provides secondary reinforcement and rebar replacement without the worry of corrosion.

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

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.

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 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 inch (76mm) (see availability of other lengths)

2 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 % % % % % ARS/PSI 227 psi 364 psi 512 psi 630 psi 725 psi I 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.

3 ICF Concrete Additives LLC Center Avenue, Suite 400 Fort Lee, NJ 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 Synthetic fibers used as reinforcement in concrete Related Sections Section Reinforcing Steel Section Cast-In-Place Concrete Section Shotcrete Section Cementitious Decks and Underlayment 1.2 Submittals Product Data Submit manufacturer s product data, application rate and mixing instructions 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 Manufacturer s Certification - Submit manufacturer s certification that shows compliance of synthetic fiber reinforcement with specified requirements Quality Assurance Related test reports from independent laboratories MSDS Delivery, Storage and Handling Delivery Using standard methods of transportation, the fiber reinforcement should be delivered in marked boxes and identifiable for traceability Storage Keep Synthetic Fiber Reinforcement in a clean and dry environment per manufacturer s instructions.

4 Handling Keep Synthetic Fiber Reinforcement from being contaminated during storage, measure amount needed and add to concrete for mixing References American Concrete Institute (ACI) ACI Standard practices for selecting proportions for normal weight concrete ACI 302-Guide for Concrete Floor and Slab Construction ACI 318-Building Codes Requirements for Reinforced Concrete ACI 360-Design of Slabs on Grade ACI 544.1R-State-of-the-Art Report on Fiber Reinforced Concrete American Society of Testing and Materials (ASTM) C1116-Specification for fiber reinforced concrete and shotcrete C1399-Test method for obtaining average residualstrength of fiber reinforced concrete C78-Test method for flexural strength of concrete C94-Specification for ready-mixed concrete PART 2 PRODUCTS 2.1 Manufacturer ICF Concrete Additives, LLC 2125 Center Avenue, Suite 400 Fort Lee, NJ Phone Synthetic Fiber Reinforcement 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 Material High tenacity braided nylon that meet the requirements of ASTM C1116 Section and Note 3 and ICC ES AC 32 Sections and Physical Characteristics Configuration Braided Length 3inch Dosage 3-30 lbs. per cubic yard Specific Gravity ARS 227 psi at 3 lb dosage min, 364 psi at 5 lb dosage min, 512 psi at 10 lb dosage 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

5 November 26, 2012 Mr. Mike Riley Phone: Hipertex Armor, LLC Halethorpe Farms Road, Suite 600B Baltimore, MD Subject: Report of Testing Performance of Fiber-Reinforced Concrete ASTM C Project Name: 3 Nylon Fiber Testing TEC Project No.: TEC Laboratory No.: 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 The fiber used in testing was designated as a 3 inch Nylon Macro Fiber at dosages of 3.00, 5.00, 10.00, and pcy. The testing of the beams was performed in accordance with ASTM C 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 ). 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 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

6 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 C33 Natural Sand Lambert Sand Company C33 #57 Crushed Granite Vulcan - Lithonia 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 C1116 Synthetic Fiber 3" Nylon Fiber C192 Designed Air Content Non Air Entrained Plastic & Hardened Concrete Properties C143 Slump After Fiber Addition (in) C231 Air Content After Fiber Addition (%) C29 Unit Weight After Fiber Addtion (pcf) C1064 Concrete Temperature F C1064 Air Temperature F 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 pcy pcy Beam Sample Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Average 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

7 Table 3 ASTM C1609 Test Results Nylon at 3.00 pcy Specimen ID Avg Specimen Dimension Initial Deflections Loads Stresses Toughness Indices Residual Ratios Width (in) Depth (in) First Crack (in) Peak (in) First Crack (lbs) 6,981 6,199 6,489 6,556 Peak (lbs) 7,814 6,852 7,196 7,287 L/600 (lbs) L/150 (lbs) First Crack (psi) Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Fe3 (psi) Re3 (%) I I I I I R5, R10, R10, R10, R20, Span Length = inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 1 ASTM C1609 Nylon at 3.00 pcy Page 3 of 6

8 Table 4 ASTM C1609 Test Results Nylon at 5.00 pcy Specimen ID Avg Specimen Dimension Initial Deflections Loads Stresses Toughness Indices Residual Ratios Width (in) Depth (in) At First Crack (in) At Peak (in) First Crack (lbs) 7,225 6,552 6,511 6,763 Peak (lbs) 7,539 7,015 7,471 7,342 L/600 (lbs) , L/150 (lbs) 774 1,038 1,251 1,021 First Crack (psi) Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Fe3 (psi) Re3 (%) I I I I I R5, R10, R10, R10, R20, Span Length = inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 2 ASTM C1609 Nylon at 5.00 pcy Page 4 of 6

9 Table 5 ASTM C1609 Test Results Nylon at pcy Specimen Dimension Initial Deflections Specimen ID Avg Width (in) Depth (in) At First Crack (in) At Peak (in) First Crack (lbs) 6,596 6,582 6,300 6,493 Span Length = inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 3 ASTM C1609 Nylon at 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) Stresses Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Toughness Fe3 (psi) Re3 (%) I Indices I I I I R5, Residual Ratios R10, R10, R10, R20, Page 5 of 6

10 Table 6 ASTM C1609 Test Results Nylon at pcy Specimen Dimension Initial Deflections Specimen ID Avg Width (in) Depth (in) At First Crack (in) At Peak (in) First Crack (lbs) 5,804 6,613 6,298 6,238 Span Length = inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 4 ASTM C1609 Nylon at 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) Stresses Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Toughness Fe3 (psi) Re3 (%) I Indices I I I I R5, Residual Ratios R10, R10, R10, R20, Page 6 of 6

November 26, 2012 Mr. Mike Riley Phone: 443-865-6891 Hipertex Armor, LLC Email: mrhipertex@verizon.

11 November 26, 2012 Mr. Mike Riley Phone: Hipertex Armor, LLC Halethorpe Farms Road, Suite 600B Baltimore, MD Subject: Report of Testing Performance of Fiber-Reinforced Concrete ASTM C Project Name: 3 Nylon Fiber Testing Shotcrete Panels TEC Project No.: TEC Laboratory No.: 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 The fiber used in the shotcrete was designated as a 3 inch Nylon Macro Fiber at dosages of 5.00 and pcy. The testing of the beams was performed in accordance with ASTM C 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 ). 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 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

12 Hipertex Armor November 26, 2012 Shotcrete C1609 Testing Lab No Table 1 Unloaded Deflection Measurements Resiliency (%) Dosage 5.00 pcy 7 days 5.00 pcy 28 days pcy 7 days pcy 28 days Beam Sample Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Unloaded Deflection (in) Resiliency (%) Average 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 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.

13 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) Depth (in) First Crack (in) Peak (in) First Crack (lbs) 5,444 5,014 5,229 Peak (lbs) 5,595 5,281 5,438 L/600 (lbs) L/150 (lbs) First Crack (psi) Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Fe3 (psi) Re3 (%) I I I I I R5, R10, R10, R10, R20, Span Length = 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

14 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) Depth (in) At First Crack (in) At Peak (in) First Crack (lbs) 5,916 5,696 5,806 Peak (lbs) 6,091 6,007 6,049 L/600 (lbs) L/150 (lbs) First Crack (psi) Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Fe3 (psi) Re3 (%) I I I I I R5, R10, R10, R10, R20, Span Length = 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

15 Table 4 ASTM C1609 Test Results Nylon at pcy 7 days Specimen Dimension Initial Deflections Specimen ID 1 2 Avg Width (in) Depth (in) At First Crack (in) At Peak (in) First Crack (lbs) 4,745 4,838 4,792 Span Length = inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 3 ASTM C1609 Nylon at 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) Stresses Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Toughness Fe3 (psi) Re3 (%) I Indices I I I I R5, Residual Ratios R10, R10, R10, R20, Page 5 of 6

16 Table 5 ASTM C1609 Test Results Nylon at pcy 28 days Specimen Dimension Initial Deflections Specimen ID 1 2 Avg Width (in) Depth (in) At First Crack (in) At Peak (in) First Crack (lbs) 5,508 5,777 5,643 Span Length = inches L/600 = 0.03 inches L/150 = 0.12 inches Figure 4 ASTM C1609 Nylon at 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) Stresses Peak (psi) L/600 (psi) L/150 (psi) Toughness (in-lbs) Toughness Fe3 (psi) Re3 (%) I Indices I I I I R5, Residual Ratios R10, R10, R10, R20, Page 6 of 6

17 HiperLon Fiber Testing Air Chart Dosage/lbs. Air Content Control 1.40% % 5 N/A 10 N/A 15 N/A Slump Loss Chart Dosage/lbs. Slump Control Spread Loss Chart Dosage/lbs. Slump Control N/A

18 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 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 #3 6 o.c.e.w. #5 15 o.c.e.w. 9 o.c.e.w. #6 #5 12 o.c.e.w. *Call SRW Products for assistance #6 15 o.c.e.w. 6 o.c.e.w. #7 Area (Sq. In.) 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/* /3 212/3 226/3 280/4 293/4 306/4 346/5 372/6 397/6 423/7 473/9 535/11 535/ /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 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 #3 6 o.c.e.w. #5 15 o.c.e.w. 9 o.c.e.w. #6 #5 12 o.c.e.w. *Call SRW Products for assistance #6 15 o.c.e.w. 6 o.c.e.w. #7 Area (Sq. In.) 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/* /3 213/3 227/3 281/4 295/4 308/4 348/5 375/6 401/6 427/7 479/9 542/11 542/ /3 178/3 190/3 236/3 247/4 259/4 293/4 313/5 337/5 360/5 403/6 457/8 457/ 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.

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.

19 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 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 #3 6 o.c.e.w. #5 15 o.c.e.w. 9 o.c.e.w. #6 #5 12 o.c.e.w. *Call SRW Products for assistance #6 15 o.c.e.w. 6 o.c.e.w. #7 Area (Sq. In.) 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/* /3 214/3 228/3 283/4 296/4 310/4 351/5 377/6 404/7 430/7 483/9 547/12 547/ /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 9 o.c.e.w. 15 o.c.e.w. 12 o.c.e.w. #5 #3 6 o.c.e.w. #5 15 o.c.e.w. 9 o.c.e.w. #6 #5 12 o.c.e.w. *Call SRW Products for assistance #6 15 o.c.e.w. 6 o.c.e.w. #7 Area (Sq. In.) 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/* /3 215/3 229/3 285/4 298/4 312/5 353/5 381/6 408/7 435/8 489/9 555/12 555/ /3 179/3 191/3 238/4 250/4 261/4 296/4 319/5 342/5 365/5 410/7 466/9 466/ World of Concrete Booth #N1062

Final Report of ASTM C Standard Specification for Lightweight Aggregates for Structural Concrete

Final Report of ASTM C Standard Specification for Lightweight Aggregates for Structural Concrete March 19, 2012 Mr. John Pelicone Phone: 770-682-9896 Big River Industries, Inc Fax: 678-461-2845 3600 Mansell Road, Suite 575 E-mail: Pelicone@bellsouth.net Alpharetta, GA 30022 Subject: Final Report of