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FIBERMESH Guide Specification <br /> EFFECT OF FIBERMESH ON CONCRETE <br /> PERMEABILITY Concrete Engineered Reinforcing Fibers shall be polypropylene, <br /> collated, fibrillated fibers from Fibermesh Co.,4019 Industry Drive, <br /> 'I* 'V.`'"' 'Vt . Y� A.x• wl Chattanooga, TN 37416. Fibermesh fibers shall be used in all con- <br /> sE �'..._ ::: <br /> �"' qui�;f ,. '. <br /> 4 "°"'r'°E"`°"`" ' '` crete as indicated on the drawings oras specified and in strict ac- <br /> ' `' cordance with the manufacturer's recommendations as to type and <br /> I ", 4 g amount. The fiber manufacturer or approved distributor shall pro- <br /> - t:f a Sat 9 '" ,,b aeYr ,;iesw`ru? v + <br /> ..n .,:�,w:a v:,.. : ti� 0, vide the services of a qualified employee for a pre-job meeting and <br /> r 5 1 Pig t. - fi .,:.tf initial job start up. Only fibers designed and manufactured s ecif- <br /> ',q Ex t. pPy Ealt r icalfy for use in concrete from virgin polypropylene and so certified <br /> 2 2 AGE•DAYS 2' 2e by the manufacturer shall be acceptable. <br /> Water Migration Chart <br /> APPLICATION GUIDELINES <br /> Additional Test Data DO SPECIFY DO NOT SPECIFY <br /> Additional laboratory and field FIBERMESH FOR: FIBERMESH FOR: <br /> engineering data from tests have 1. The control of concrete - 1. The control of cracking as <br /> determined that the use of Fiber- cracking as a result of a result of external <br /> mesh results in the following: intrinsic stresses (drying stresses (structural). <br /> Modest increases in compres- 2. Increasing the structural <br /> Ei <br /> sive,flexural and tensile(splitting 2. A more efficient and cost number of PC concrete in <br /> and direct) strengths. effective method of pro- pavement of slabs on grade. <br /> Double abrasion resistance of viding dimensional stabili- 3. Higher structural strength <br /> plain concrete. ty than wire mesh (tpm- development. <br /> perature steel) for.recon 4. The elimination or reduc <br /> ® Substantial improvement of dary reinforcement. <br /> impact and fatigue resistance. tion in curling and/or <br /> 3. A reduction in the creep. <br /> IS Improved freeze-thaw dura- permeability of concrete. <br /> bility. 5. The justification for a <br /> 4. Greater impact and shat- reduction in the size of <br /> ter resistance in concrete. the support columns. <br /> ii TECHNICAL DATA 5. Support and cohesiveness 6. The replacement of any <br /> (tier to Table 1 for Typical in the concrete on steep moment or structural <br /> Properties. inclines and/or slipformed steel reinforcement. <br /> placements. 7. The unlimited elimination <br /> TABLE I 6. Higher fatigue resistance. of control joints. <br /> Typical Properties 7. Improved durability. 8. The thinning-out of <br /> Absorption —NII 8. Placements where all bonded or unbonded <br /> Specific Gravity —o.9 materials must be non- overlay sections. <br /> Fiber Length —Ih",34",1-1/2°,2" metallic. <br /> (13, 19,38,51 mm) 9. Areas requiring materials <br /> Melt Point —320°F340°F which are both alkali and <br /> (160°C-170°C) chemical resistant. <br /> Ignition Point -1100° F(590°C) <br /> Thermal Conductivity —Low Complies with Council of American Building <br /> Electrical Conductivity —Low ,....., <br /> Officials report No. NER-284. Classified Omega <br /> Acid and Salt Resistance —High Point, Southwest Certification Service Inc.and .,n- '-?iY•' Su'CS U� <br /> Tensile Strength. ksi —80-110(.56-.77) Underwriters Laboratories. ~ <br /> Kn/mm2) <br /> Modulus(Youngs) 103ksi —0.5(3.5 Kn/mm2) <br /> 5. INSTALLATION 6. AVAILABILITY AND COST <br /> Compliance: Fibermesh complies Fibermesh is light and easy to Availability: Fibermesh can be <br /> with the 1984 SOCA Basic Na handle, and packaged in premea- purchased throughout the free <br /> tional Building Code and 1986 sured bags ready for accurate ad- world.There are technically qual- <br /> Supplement, the 1985 Standard dition at any convenient time dur- ified field sales personnel in most <br /> Building Code, and the 1985 Uni- ing the mixing operations, either major cities for service. <br /> form Building Code,as reported by at the batching plant or into mix- <br /> ` Council of American Building er trucks at the job site. Cost: General estimating <br /> lificials National Evaluation Ser-Fibermesh is distributed through- should be based at $.03 per <br /> Coo mmittee—Report No. NER out the concrete mix when mixed square foot per inch of concrete <br /> 284 January, 1986. Fibermesh is at the mixer's rated speed and thickness. Price can vary based <br /> accepted by various State Depart- time. Overmixing will not alter its on volume and location. <br /> ments of Transportation. performance. <br />