Independent Testing summary

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Alison Madison Benson
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1 June 30, 2011 CCB License #12 Project: 042-2a Mr. David Miller MMFX Technologies Corp Campus Drive, Suite 0 Irvine, CA 212 Dear Mr. Miller RE: Chemical, Mechanical Analysis, Tests and Measurements performed on Bar numbers 3, 4, 5,,,,, snd 11 MMFX-2 (AASHTO MP 1/ASTM A 35) grade 0 steel rebar samples, submitted pursuant to your request.. Applicable Specifications: AASHTO Designation: MP 1M/MP 1-0, Uncoated, Corrosion Resistant, Deformed and Plain Alloy, Billet-Steel Bars for Concrete Reinforcement and Dowels ASTM A 35, Grade 0,Standard Specification for Deformed and Plain, Low-Carbon, Chromium, Steel Bars for Concrete reinforcement ASTM A44, Standard Specification for General Requirements for Stainless Steel Bars, Billets and Forgings. AASHTO MP 1M/MP 1 Independent Testing summary Chemical Requirements (See AASHTO MP Table 1) Requirements for Deformations - (See AASHTO MP 1 Table 3) Measurements of Deformations - (See AASHTO MP 1 Table 3) Tensile Requirements - (See AASHTO MP 1 Table 5) Bending Requirements - (See AASHTO MP 1 Table ) 12 Permissible Variation in Mass - percent under nominal mass [weight] per AASHTO MP 1 Table 3 13 Finish - Provide as indicated within the section 21 Marking - Provide as indicated within the section Table 1 AASHTO MP 1M General Requirements and Test results Bar size No 3 to Requirement (1) (1) (1) (1) (1) (1) (1) (1) Measured Report Report Report Report Report Report Report Report Table-2 Table-3 Table-3 Table-4 Table4 Table-3 Sect. 13 Table-5 Pass/Fail Passed Passed Passed Passed Passed Passed Passed Passed (1) See the AASHTO MP 1M reference tables attached to this report All Bars Tested were Melted and Rolled by Cascade Steel Rolling Mills, Inc., McMinnville, Oregon. Professional Service Industries, Inc. 032 N. Cutter Circle, Suite 40 Portland, OR 21 Phone 503/2-1 Fax 503/2-11

2 MMFX Technologies Corp. Project Number June 30, 2011 Page 2 of Table 2, AAS HTO MP 1M S e c tio n Chemistry Measurements Requirement per AASHTO MP 1, Table 1 Maximum Chemical Constituents (Weight %) Except as Indicated Bar Size Heat %C %Cr %Mn %Si %S %P %Cu %Ni %Mo %Al %V %N # (1) 3 [] < [13] / /02 < [1] <0.05 [1] <0.05 [22] <0.05 [25] <0.05 [2] <0.05 [32] < [3] <0.05 (1) All heat numbers are Cascade Steel Rolling Mill s heat numbers. Table 3, AAS HTO MP 1M, and 12 Deformations and Mass Measurements (See AASHTO MP 1M Table 3) Bar Size 3 [] 4 [13] 5 [1] [1] [22] [25] [2] [32] 11 [3] Weight Lb/ft [Kg/m] 0.31 [0.552] 0.43 [0.5] [1.521] [2.14] 1.52 [2.0] 2.52 [3.1] [4.2] [.31] [.0] Average Spacing In [mm] [.1] 0,302 [.] [.0] 0.45 [11.] 0.54 [13.] 0.01 [15.3] 0.41 [1.3] 0.35 [1.] 0.21 [20.] Average Height In [mm] [0.] 0.03 [0.1] [1.04] [1.14] 0.05 [1.42] 0.02 [1.3] 0.01 [1.55] 0.05 [1.5] 0.0 [1.] Gap In [mm] [3.] 0. [4.] [5.] 0.21 [.1] 0.32 [.3] 0.3 [.3] [. 0.4 [11.] 0 52 [13.4]

3 MMFX Technologies Corp. Project Number June 30, 2011 Page 3 of Table 4, AAS HTO MP 1M S e c tio n Tensile Properties Grade 0 (See AASHTO MP Table 3) Bar Size Yield Strength 0.2% offset Psi [ MPa ] 0.35% EUL Psi [ MPa] Tensile Strength Psi [ MPa ] Elongation % 3 [] 4 [13] 5 [1] [1] [22] [25] [2] [32] 13,0 [5] 12,0 [4] 12,0 [5] 12,0 [1] 132,40 [14] 122,50 [45] 12,5 [] 130,0 [02] 5,32 [2] 2,50 [3] 5,50 [0] [44] 2,40 [3] 2, [41] 1,40 [33] 3,40 [45] 1, [1151] 15,205 [] 15,520 [1141] 1,330 [114] [115] 15,130 [0] 13,500 [112] 13,0 [1130] [3] 132, [12] 0,50 [4] 15,20 [1140] Table 5, AAS HTO MP 1M Bend tests, Grade 0 (See AASHTO MP Table /) Bar Size 3 [] 4 [13] 5 [1] [1] [22] [25] [2] [32] 11 [3] Pin Test Diameter Results 3.5 d Passed 3.5 d Passed 3.5 d Passed 5 d Passed 5 d Passed 5.d Passed d Passed d Passed d Passed

5 MMFX Technologies Corp. Project Number June 30, 2011 Page 5 of AASHTO MP1 Reference - Tables AASHTO MP 1 - Table 1 Maximum Chemical Constituents (Weight %) Except as Indicated Element Amount Carbon 0.15% Chromium.2% (Minimum) Manganese 2.0% Nitrogen 0.20% Phosphorus 0.045% Silicon 1.0% Sulfur 0.030% AASHTO MP 1 Table 3 Deformed Bar Designation Numbers, Nominal Weights, Nominal Dimensions, and Deformation Requirements, U.S. Customary Units Nominal Dimensions b Deformation Requirements, in. a b Bar Designation No.a Nominal Weight, lb/ft Diameter, in. Cross- al Area, in. 2 Perimeter, in. Maximum Average Spacing Minimum Average Height Maximum Gap (Chord of 12.5% of Nominal Perimeter) Bar numbers are based on the number of eighths of an inch included in the nominal diameter of the bars. The nominal dimensions of a deformed bar are equivalent to those of a plain round bar having the same weight per foot as the deformed bar.

6 MMFX Technologies Corp. Project Number June 30, 2011 Page of AASHTO MP Table 5 Tensile Properties Requirements, U.S. Customary Units Grade 0 Grade 5 Grade 0 Tests of Full Bar Cross Tensile strength, min, psi Yield strength, min, psi Elongation in in., min %: Bar Designation No.: 3 4, 5,,, 11 14, 1. AASHTO MP Table Bend Test Requirements, U.S. Customary Units Grade 0 Grade 5 Grade 0 Bar Designation No. Pin Diameter for Bend Tests a 3, 4, 5 3.5d b 3.5d 3.5d 5d 5d 5d, 5d 5d 5d,, 11 d d d 14, 1 (0 ) d d c a Test bends 10 º unless otherwise agreed. b d = nominal diameter of specimen c These bars are only used in straight lengths.

Audit Report. Mill: Name: Physical Address: Mailing Address: (if different from above) Proprietary Ownership Company Name: Physical Address:

Audit Report. Mill: Name: Physical Address: Mailing Address: (if different from above) Proprietary Ownership Company Name: Physical Address: AASHTO s National Transportation Product Evaluation Program (NTPEP) Evaluation of *Insert Plant Name and Location* Contact Information Mill: Physical Address: Mailing Address: (if different from above)