engineer's notebook - osf

27
i Engineer’s Notebook Table of Contents Compliance Certificate ....................................................................................................................................................................1 Construction Photos ........................................................................................................................................................................3 Hull and Reinforcement Thickness and Percent Open Area Calculation............................................................................9 Material Technical Data Sheets ................................................................................................................................................... 10 Table of Tables Table 1: Team Member Table ........................................................................................................................................................2 Table 2: General Specification Table ............................................................................................................................................2 Table 3: Material Specification Table ............................................................................................................................................2 Table of Figures Figure 1: Crushed Concrete Cylinder Made of the Previous Year’s Mix...........................................................................3 Figure 2: Cracked Concrete Cylinder Using the Eventual Mix Design for CV76 .............................................................3 Figure 3: Cross-Section Production of CAD Sections for Form Construction .................................................................4 Figure 4: Foam Cross-Sections Being Cut out by Hull Designer...........................................................................................4 Figure 5: Foam Cross-sections Being Glued Together During Form Construction .........................................................5 Figure 6: Pretensioned Wires Running the Length of CV76, Tightened on Ends with Spring Scales ...........................5 Figure 7: Application of Structural Concrete on Pour Day ....................................................................................................6 Figure 8: CV76’s Team Working Together to Apply Mix on Pour Day ..............................................................................6 Figure 9: Mixing Batches of Concrete Mix on Pour Day .........................................................................................................7 Figure 10: Finishing the Hull of the Canoe on Pour Day .........................................................................................................7 Figure 11: Covering the Canoe in Moist Plastic to Cure ........................................................................................................8

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i

Engineer’s Notebook

Table of Contents

Compliance Certificate ....................................................................................................................................................................1

Construction Photos ........................................................................................................................................................................3

Hull and Reinforcement Thickness and Percent Open Area Calculation............................................................................9

Material Technical Data Sheets ................................................................................................................................................... 10

Table of Tables Table 1: Team Member Table ........................................................................................................................................................2 Table 2: General Specification Table ............................................................................................................................................2 Table 3: Material Specification Table ............................................................................................................................................2

Table of Figures

Figure 1: Crushed Concrete Cylinder Made of the Previous Year’s Mix ...........................................................................3 Figure 2: Cracked Concrete Cylinder Using the Eventual Mix Design for CV76 .............................................................3 Figure 3: Cross-Section Production of CAD Sections for Form Construction .................................................................4 Figure 4: Foam Cross-Sections Being Cut out by Hull Designer ...........................................................................................4 Figure 5: Foam Cross-sections Being Glued Together During Form Construction .........................................................5 Figure 6: Pretensioned Wires Running the Length of CV76, Tightened on Ends with Spring Scales ...........................5 Figure 7: Application of Structural Concrete on Pour Day ....................................................................................................6 Figure 8: CV76’s Team Working Together to Apply Mix on Pour Day ..............................................................................6 Figure 9: Mixing Batches of Concrete Mix on Pour Day .........................................................................................................7 Figure 10: Finishing the Hull of the Canoe on Pour Day .........................................................................................................7 Figure 11: Covering the Canoe in Moist Plastic to Cure ........................................................................................................8

1

Compliance Certificate

University of Colorado Boulder presents UCS CV76

1. The construction of Doxy Deluge has been constructed and finished in complete compliance with

the rules and regulations of the National Competition.

2. The canoe has been entirely built within the current academic year of the competition.

3. All members registered as participants in the Regional Conference are qualified student members

and National Student Members of ASCE, and meet all eligibility requirements as specified in the

rules and regulations of the National Competition.

4. The team acknowledges both the receipt of the Request for Information Summary and that all material

safety data sheets have been read by the project management team.

______________________________ ______________________________

Victoria Wallis – Team Captain Keith Porter - Faculty Advisor

[email protected] [email protected] (303) 519-7843 (303) 492-2732

2

University of Colorado Concrete Canoe Team

Team Member National ASCE Number

Victoria Wallis 9397316

Jared Stock 10172502

Nathan Stambaugh 9820446

Anika Pietenpol 10555251

Anya Copeland 10390280

Elvin Viloria 10160559

Nikki Souder 10547044

Shaylah Wood 10377712

David Muench 10054717

Table 1: Team Member Table

Canoe Specifications Table

Name UCS Flatiron CV76

Colors Blue-grey, Red

Maximum Length 17.67 ft

Maximum Width 25 in

Maximum Depth 14.25 in

Hull Thickenss 7/8 in

Weight 180 lbs

Table 2: General Specification Table

Material Specifications Table

Name UCS Flatiron CV76

Structural Concrete

28-Day Compressive

Strength

570 psi

Structural Concrete

28-Day Tensile Strength 55 psi

Figerglass Reinforcement 55 psi

Reinforcement Wires 160 lbs

Polypropelene Fibers 1 in

Wet Density 56 lb/ft^3

Dry Density 50 lb/ft^3

Air Content 12.1 %

Table 3: Material Specification Table

3

Construction Photos

Figure 1: Crushed Concrete Cylinder Made of the Previous Year’s Mix

Figure 2: Cracked Concrete Cylinder Using the Eventual Mix Design for CV76

4

Figure 3: Cross-Section Production of CAD Sections for Form Construction

Figure 4: Foam Cross-Sections Being Cut out by Hull Designer

5

Figure 5: Foam Cross-sections Being Glued Together During Form Construction

Figure 6: Pretensioned Wires Running the Length of CV76, Tightened on Ends with Spring Scales

6

Figure 7: Application of Structural Concrete on Pour Day

Figure 8: CV76’s Team Working Together to Apply Mix on Pour Day

7

Figure 9: Mixing Batches of Concrete Mix on Pour Day

Figure 10: Finishing the Hull of the Canoe on Pour Day

8

Figure 11: Covering the Canoe in Moist Plastic to Cure

9

Hull and Reinforcement Thickness and

Percent Open Area Calculation

Walls:

Thickness/Diameter of 18-gage pre-tress tendons and crossing orthogonal pieces: 0.0402 inches

Thickness of fiberglass screen: 0.02 inches

Reinforcement thickness in walls = 2(0.0402 inches) + 0.02 inches = 0.10 inches

Percentage of reinforcement: 0.10 inches/0.5 inches = 20%

Bow and Stern:

Reinforcement thickness at ends: 0.0402 inches + 0.02 inches = 0.06 inches

Percentage of reinforcement: 0.06 inches/0.5 inches = 12%

Reinforcement: Percent Open Area (POA)

Annotation:

𝑛1: 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑎𝑝𝑒𝑟𝑡𝑢𝑟𝑒𝑠 𝑎𝑙𝑜𝑛𝑔 𝑠𝑎𝑚𝑝𝑙𝑒 𝑙𝑒𝑛𝑔𝑡ℎ

𝑛2: 𝑛𝑢𝑚𝑏𝑒𝑟 𝑜𝑓 𝑎𝑝𝑒𝑟𝑎𝑡𝑢𝑟𝑒𝑠 𝑎𝑙𝑜𝑛𝑔 𝑠𝑎𝑚𝑝𝑙𝑒 𝑤𝑖𝑑𝑡ℎ

𝑑1: 𝑠𝑝𝑎𝑐𝑖𝑛𝑔 𝑜𝑓 𝑟𝑒𝑖𝑛𝑓𝑜𝑟𝑐𝑖𝑛𝑔 (𝑐𝑒𝑛𝑡𝑒𝑟 − 𝑡𝑜 − 𝑐𝑒𝑛𝑡𝑒𝑟) 𝑎𝑙𝑜𝑛𝑔 𝑠𝑎𝑚𝑝𝑙𝑒 𝑙𝑒𝑛𝑔𝑡ℎ

𝑑2: 𝑠𝑝𝑎𝑐𝑖𝑛𝑔 𝑜𝑓 𝑟𝑒𝑖𝑛𝑓𝑜𝑟𝑐𝑖𝑛𝑔 (𝑐𝑒𝑛𝑡𝑒𝑟 − 𝑡𝑜 − 𝑐𝑒𝑛𝑡𝑒𝑟)𝑎𝑙𝑜𝑛𝑔 𝑠𝑎𝑚𝑝𝑙𝑒 𝑤𝑖𝑑𝑡ℎ

𝑡1: 𝑡ℎ𝑖𝑐𝑘𝑛𝑒𝑠𝑠 𝑜𝑓 𝑟𝑒𝑖𝑛𝑓𝑜𝑟𝑐𝑖𝑛𝑔 𝑎𝑙𝑜𝑛𝑔 𝑠𝑎𝑚𝑝𝑙𝑒 𝑙𝑒𝑛𝑔𝑡ℎ

𝑡2: 𝑡ℎ𝑖𝑐𝑘𝑛𝑒𝑠𝑠 𝑜𝑓 𝑟𝑒𝑖𝑛𝑓𝑜𝑟𝑐𝑖𝑛𝑔 𝑎𝑙𝑜𝑛𝑔 𝑠𝑎𝑚𝑝𝑙𝑒 𝑤𝑖𝑑𝑡ℎ

Wire Reinforcing:

𝑛1 = 𝑛2 = 12 𝑎𝑝𝑒𝑟𝑡𝑢𝑟𝑒𝑠

𝑎𝑝𝑒𝑟𝑡𝑢𝑟𝑒 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛 = 0.21875 𝑖𝑛𝑐ℎ𝑒𝑠

𝑡1 = 𝑡2 = 0.03125 𝑖𝑛𝑐ℎ𝑒𝑠

𝑑1 = 𝑑2 = 𝑎𝑝𝑒𝑟𝑡𝑢𝑟𝑒 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛 + 2 (𝑡1,2

2) = 0.21875 𝑖𝑛 + 2 (

0.03125 𝑖𝑛

2) = 0.25 𝑖𝑛𝑐ℎ𝑒𝑠

𝐿𝑒𝑛𝑔𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 = 𝑊𝑖𝑑𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 = 𝑛1,2𝑥 𝑑1,2 = 12 𝑥 0.25 𝑖𝑛 = 3 𝑖𝑛𝑐ℎ𝑒𝑠

∑ 𝐴𝑟𝑒𝑎𝑜𝑝𝑒𝑛 = 𝑛1 𝑥 𝑛2 𝑥 𝐴𝑟𝑒𝑎𝑜𝑝𝑒𝑛1 = 12 𝑥 12 𝑥 0.21875 𝑖𝑛 𝑥 0.21875 𝑖𝑛 = 6.891 𝑖𝑛𝑐ℎ𝑒𝑠2

𝐴𝑟𝑒𝑎𝑡𝑜𝑡𝑎𝑙 = 𝐿𝑒𝑛𝑔𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 𝑥 𝑊𝑖𝑑𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 = 3 𝑖𝑛 𝑥 3 𝑖𝑛 = 9 𝑖𝑛𝑐ℎ𝑒𝑠2

𝑷𝒆𝒓𝒄𝒆𝒏𝒕 𝑶𝒑𝒆𝒏 𝑨𝒓𝒆𝒂 = 𝑷𝑶𝑨 =∑ 𝑨𝒓𝒆𝒂𝒐𝒑𝒆𝒏

𝑨𝒓𝒆𝒂𝒕𝒐𝒕𝒂𝒍=

𝟔. 𝟖𝟗𝟏 𝒊𝒏𝟐

𝟗 𝒊𝒏𝟐= 𝟕𝟔. 𝟔%

Fiberglass Screen Mesh:

𝑛1 = 𝑛2 = 9 𝑎𝑝𝑒𝑟𝑎𝑡𝑢𝑟𝑒𝑠

𝑎𝑝𝑒𝑟𝑡𝑢𝑟𝑒 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛 = 0.14 𝑐𝑚

𝑡1 = 𝑡2 = 0.05 𝑐𝑚

𝑑1 = 𝑑2 = 𝑎𝑝𝑒𝑟𝑡𝑢𝑟𝑒 𝑑𝑖𝑚𝑒𝑛𝑠𝑖𝑜𝑛 + 2 (𝑡1,2

2) = 0.14 𝑐𝑚 + 2 (

0.05 𝑐𝑚

2) = 0.19 𝑐𝑚

𝐿𝑒𝑛𝑔𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 = 𝑊𝑖𝑑𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 = 𝑛1,2𝑥 𝑑1,2 = 9 𝑥 0.19 𝑐𝑚 = 1.71 𝑐𝑚

∑ 𝐴𝑟𝑒𝑎𝑜𝑝𝑒𝑛 = 𝑛1 𝑥 𝑛2 𝑥 𝐴𝑟𝑒𝑎𝑜𝑝𝑒𝑛1 = 9 𝑥 9 𝑥 0.14 𝑐𝑚 𝑥 0.14 𝑐𝑚 = 1.5876 𝑐𝑚2

𝐴𝑟𝑒𝑎𝑡𝑜𝑡𝑎𝑙 = 𝐿𝑒𝑛𝑔𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 𝑥 𝑊𝑖𝑑𝑡ℎ𝑠𝑎𝑚𝑝𝑙𝑒 = 1.71 𝑐𝑚 𝑥 1.71 𝑐𝑚 = 2.9241 𝑐𝑚2

𝑷𝒆𝒓𝒄𝒆𝒏𝒕 𝑶𝒑𝒆𝒏 𝑨𝒓𝒆𝒂 = 𝑷𝑶𝑨 =∑ 𝑨𝒓𝒆𝒂𝒐𝒑𝒆𝒏

𝑨𝒓𝒆𝒂𝒕𝒐𝒕𝒂𝒍=

𝟏. 𝟓𝟖𝟕𝟔 𝒄𝒎𝟐

𝟐. 𝟗𝟐𝟒𝟏 𝒄𝒎𝟐= 𝟓𝟒. 𝟑%

 

 

PPPOOORRRTTTLLLAAANNNDDD CCCEEEMMMEEENNNTTT PPPRRROOODDDUUUCCCTTT NNNOOO... 111111222444---333111,,, ---444777,,, ---999444

PRODUCT USE QUIKRETE® Portland Cement is used for making high strength repair mortars, concrete and for any other applications requiring Type I Portland cement. In many locations the product also meets ASTM C 150 Type II. Consult your supplying plant to confirm compliance with ASTM C 150 Type II. SIZES • QUIKRETE® Portland Cement

- 31 lb (14 kg) bags - 47 lb (21.3 kg) bags - 94 lb (42.6 kg) bags - 40 kg (88 lb) bags - 42 kg (93 lb) bags

YIELD • Yield depends on application. For concrete mixes: Five to six 94 lb (42.6 kg) bags of QUIKRETE® Portland Cement is typically used with appropriate proportions of sand and gravel to produce 1 cu. yd. (0.8 m3 ) of concrete. TECHNICAL DATA QUIKRETE® Portland Cement complies with ASTM C 150 Type I and in many locations also complies with ASTM C 150 Type II. The product is used in a variety of construction materials. Typical mix designs for some applications are listed below: Concrete Mix 1 Part QUIKRETE® Portland Cement 2 Parts QUIKRETE® All-Purpose Sand (ASTM C-33) 3 Parts QUIKRETE® All-Purpose Gravel (ASTM C-33) Mortar Mix (Type S, per ASTM C-270) 1 Part QUIKRETE® Portland Cement 1/2 Part QUIKRETE® Hydrated Lime -Type S 3-1/2 to 4-1/2 Parts QUIKRETE® Masonry Sand (ASTM C-144) Scratch and Brown Coat Stucco Mix (per ASTM C-926) 1 Part QUIKRETE® Portland Cement 1/2 Part QUIKRETE® Hydrated Lime (Type S) 4-1/2 to 6 Parts QUIKRETE® Washed Plaster Sand (ASTM C-897)

INSTALLATION Installation methods are specific for each type of product. PRECAUTIONS The following points apply to all products made from Portland cement: • Protect from freezing for at least 24-48 hr. • Use the minimum amount of water necessary to achieve the desired consistency. Adding too much water will weaken the product. • Keep the product damp for several days to obtain proper curing. WARRANTY The QUIKRETE® Companies warrant this product to be of merchantable quality when used or applied in accordance with the instructions herein. The product is not warranted as suitable for any purpose or use other than the general purpose for which it is intended. Liability under this warranty is limited to the replacement of its product (as purchased) found to be defective, or at the shipping companies’ option, to refund the purchase price. In the event of a claim under this warranty, notice must be given to The QUIKRETE® Companies in writing. This limited warranty is issued and accepted in lieu of all other express warranties and expressly excludes liability for consequential damages. The QUIKRETE® Companies One Securities Centre 3490 Piedmont Rd., NE, Suite 1300, Atlanta, GA 30305 (404) 634-9100 • Fax: (404) 842-1425

 

PRODUCT DESCRIPTION QUIKRETE® Portland Cement is a high quality Portland cement meeting ASTM C 150 Type I.

Cement 03 05 00

DIVISION 3

* Refer to www.quikrete.com for the most current technical data, MSDS, and guide specifications

__________________________________________________________________________________________________ P.O.Box 349 │ 525 Beck Blvd. │ Sandersville, Ga. 31082 USA │ 1-800-841-8999 USA Only

1-478-552-2544 │ Fax 1-478-552-4274 │ Email – [email protected]

BBUURRGGEESSSS OOPPTTIIPPOOZZZZ®®

CALCINED ALUMINUM SILICATE

BBUURRGGEESSSS OOPPTTIIPPOOZZZZ®® is a high reactivity metakaolin produced by a patented process. Burgess OPTIPOZZ increases chemical resistance and durability, and reduces shrinkage. An OPTIPOZZ mix design will yield higher initial and long term strength. Additionally, the use of OPTIPOZZ will result in reduced efflorescence. Our strict process control allows for better whiteness and a clean color with outstanding batch to batch consistency. The use of OPTIPOZZ will eliminate the undertone associated with other pozzolans. BBUURRGGEESSSS OOPPTTIIPPOOZZZZ®® is classified as a CLASS N POZZOLAN under ASTM C-618.

Typical Physical Properties Typical Chemical Properties

Visual Color Cream White Silica (SiO2) % 51.0 – 52.4

Particle Structure Amorphous Alumina (Al2O3) % 42.1 – 44.3

325 Mesh Residue % 0.09 Iron Oxide (Fe2O3) % 0.30 – 0.50

Average Particle Size Sedigraph 1.4 µ

Titanium Dioxide (TiO2) % 1.56 – 2.50

Free Moisture % 0.16

Specific Gravity 2.2

pH (20% Solids) 4.0

Issue Date: CD00F The suggestions and data contained in this bulletin are based on data which are believed to be reliable. They are offered in good faith, to be applied according to the user’s own best judgment. Since operating conditions in the processor’s plant are beyond our control, Burgess Pigment Company cannot assume responsibility for any risks or liabilities which may result from the use of its products. Likewise, no liability is assumed for any claimed patent infringement occurring by reason of any method or manner of use, or any product made by a consumer. While the Burgess Pigment Company guarantees the quality of its products, it cannot give any warranty regarding the results obtained by the use thereof.

3

Introduction 3M™GlassBubblesareengineeredhollowglassmicrospheres

thatarealternativestoconventionalfillersandadditivessuchas

silicas,calciumcarbonate,talc,clay,etc.,formanydemanding

applications.Theselow-densityparticlesareusedinawiderange

ofindustriestoreducepartweight,lowercostsandenhance

productproperties.

Theuniquesphericalshapeof3Mglassbubblesoffersanumber

ofimportantbenefits,including:higherfillerloading,lower

viscosity/improvedflowandreducedshrinkageandwarpage.It

alsohelpsthe3Mglassbubblesblendreadilyintocompounds

andmakesthemadaptabletoavarietyofproductionprocesses

includingspraying,castingandmolding.

Thechemicallystablesoda-lime-borosilicateglasscomposition

of3Mglassbubblesprovidesexcellentwaterresistancetocreate

morestableemulsions.Theyarealsonon-combustibleandnon-

porous,sotheydonotabsorbresin.And,theirlowalkalinitygives

3Mglassbubblescompatibilitywithmostresins,stableviscosity

andlongshelflife.

3M Glass Bubbles K Series and S Seriesarespecially

formulatedforahighstrength-to-weightratio.Thisallowsgreater

survivabilityundermanydemandingprocessingconditions,such

asinjectionmolding.Theyalsoproducestablevoids,whichresults

inlowthermalconductivityandalowdielectricconstant.3M

glassbubblesareavailableinavarietyofsizesandgradestohelp

youmeetyourproductandprocessingrequirements.

3M™ Glass Bubbles K Series S Series

Product Information

Product Test Pressure (psi)

Target Fractional Survival

Minimum Fractional Survival

K Se

ries

K1 250 90% 80%K15 300 90% 80%K20 500 90% 80%K25 750 90% 80%K37 3,000 90% 80%K46 6,000 90% 80%

S Se

ries

S15 300 90% 80%

S22 400 90% 80%S32 2,000 90% 80%S35 3,000 90% 80%S38 4,000 90% 80%S38HS 5,500 90% 80%S60 10,000 90% 80%S60HS 18,000 90% 90%iM30K 28,000 90% 90%

Isostatic Crush Strength

True Density (g/cc)

Product Typical Minimum Maximum

K Se

ries

K1 0.125 0.10 0.14K15 0.15 0.13 0.17K20 0.20 0.18 0.22K25 0.25 0.23 0.27K37 0.37 0.34 0.40K46 0.46 0.43 0.49

S Se

ries

S15 0.15 0.13 0.17S22 0.22 0.19 0.25S32 0.32 0.29 0.35S35 0.35 0.32 0.38S38 0.38 0.35 0.41S38HS 0.38 0.35 0.41S60 0.60 0.57 0.63S60HS 0.60 0.57 0.63iM30K 0.60 0.57 0.63

True Density

Typical Properties Notforspecificationpurposes

3M™ Glass Bubbles

Typical Properties Chemical Resistance Ingeneral,thechemicalpropertiesof3M™GlassBubbles

resemblethoseofasoda-lime-borosilicateglass.

Thermal Conductivity

Product Calculated Thermal Conductivity (W·m-1·K-1) at 70°F (21°C)

K Se

ries

K1 0.047K15 0.055K20 0.070K25 0.085K37 0.124K46 0.153

S Se

ries

S15 0.055S22 0.076S32 0.108S35 0.117S38 0.127S38HS 0.127S60 0.200S60HS 0.200iM30K 0.200

Conductivityincreaseswithtemperatureandproductdensity.The

thermalconductivityofacompositewilldependonthematrix

materialandvolumeloadingof3Mglassbubbles.

Thermal StabilityAppreciablechangesinbubblepropertiesmayoccurabove1112°F

(600°C)dependingontemperatureanddurationofexposure.

Flotation

Floaters (% by bulk volume)

Product Typical Minimum

K Se

ries

K1 96% 90%K15 96% 90%K20 96% 90%K25 96% 90%K37 94% 90%K46 92% 90%

S Se

ries

S15 96% 90%S22 96% 90%S32 94% 90%S35 96% 90%S38 94% 90%S38HS 96% 90%S60 92% 90%S60HS 92% 90%iM30K 92% 90%

Packing Factor (Ratio of bulk density to true particle density)Averagesabout60%.

Oil Absorption0.2-0.6goil/ccof3M™GlassBubbles,perASTMD281-84.

Volatile Content Maximumof0.5percentbyweight.

Alkalinity Maximumof0.5milliequivalentspergram

pHBecause3Mglassbubblesareadrypowder,pHisnotdefined.The

pHeffectwillbedeterminedbythealkalinityasindicatedabove.

When3Mglassbubblesaremixedwithdeionizedwaterat5

percentvolumeloading,theresultingpHoftheslurryistypically

9.1to9.9,asmeasuredbyapHmeter.

Dielectric Constant K Series:1.2to1.7@100MHz,basedontheoreticalcalculations.

S Series:1.2to2.0@100MHz,basedontheoreticalcalculations.

Thedielectricconstantofacompositewilldependonthematrix

materialandvolumeloadingof3Mglassbubbles.

Particle Size

Particle Size (microns, by volume) 3M QCM 193.0

Product DistributionEffective Top Size10th% 50th% 90th%

K Se

ries

K1 30 65 115 120K15 30 60 105 115K20 30 60 90 105K25 25 55 90 105K37 20 45 80 85K46 15 40 70 80

S Se

ries

S15 25 55 90 95

S22 20 35 65 75S32 20 40 70 80S35 20 40 65 80S38 15 40 75 85S38HS 19 44 70 85S60 15 30 55 65S60HS 12 29 48 60iM30K 8.6 15.3 23.6 26.7

Minimumstorageconditionsshouldbeunopenedcartonsinan

unheatedwarehouse.

Underhighhumidityconditionswithanambienttemperature

cyclingoverawiderange,moisturecanbedrawnintothebag

asthetemperaturedropsandtheaircontracts.Theresultmay

bemoisturecondensationwithinthebag.Extendedexposureto

theseconditionsmayresultin“caking”ofthe3Mglassbubbles

tovariousdegrees.Tominimizethepotentialfor“caking”and

prolongthestoragelife,thefollowingsuggestionsaremade:

1.Carefullyre-tieopenbagsafteruse.

2.Ifthepolyethylenebagispuncturedduringshippingorhandling,usethisbagassoonaspossible,patchthehole,orinsertthecontentsintoanundamagedbag.

3.Duringhumidsummermonths,storeinthedriest,coolestspaceavailable.

4.Ifgoodstorageconditionsareunavailable,carryaminimuminventory,andprocessonafirstin/firstoutbasis.

Dustingproblemsthatmayoccurwhilehandlingandprocessing

canbeminimizedbythefollowingprocedures:

1.Foreyeprotectionwearchemicalsafetygoggles.ForrespiratorysystemprotectionwearanappropriateNIOSH/MSHAapprovedrespirator.(Foradditionalinformationaboutpersonalprotectiveequipment,refertoMaterialSafetyDataSheet.)

2.Useappropriateventilationintheworkarea.

3.Pneumaticconveyorsystemshavebeenusedsuccessfully

totransport3Mglassbubbleswithoutdustingfrom

shippingcontainerstobatchmixingequipment.Static

eliminatorsshouldbeusedtohelppreventstaticcharges.

Diaphragmpumpshavebeenusedtosuccessfullyconvey

3Mglassbubbles.Vendorsshouldbeconsultedfor

specificrecommendations.

3Mglassbubblebreakagemayoccuriftheproductisimproperly

processed.Tominimizebreakage,avoidhighshearprocessessuch

ashighspeedCowlesDissolvers,pointcontactshearsuchasgear

pumpsor3-rollmills,andprocessingpressuresabovethestrength

testpressureforeachproduct.

Health and Safety InformationForproductHealthandSafetyInformation,refertoproductlabel

andMaterialSafetyDataSheet(MSDS)beforeusingproduct.

Particle Size (continued)Hard Particles (3M QCM 93.4.3)

Nohardparticles(e.g.glassslag,flowagent,etc.)greaterthan

U.S.number40(420microns)standardsievewillexist.

Oversize Particles (3M QCM 93.4.4)

ForK1, K15, K20andK25glassbubbles:

Usinga10gramsampleonaU.S.number80standardsieve

(177microns),amaximumoffive(5)percentbyweightglass

bubbleswillberetainedonthesieve.

ForK37 andK46glassbubbles:

Usinga10gramsampleonU.S.number100standardsieve

(149microns),amaximumofone(1)percentbyweightglass

bubbleswillberetainedonthesieve.

ForS15, S32, S35, S38, S38HS, S60, S60HSandiM30Kglass

bubbles:

Usinga10gramsampleonaU.S.number140standardsieve

(105microns),amaximumofthree(3)percentbyweightglass

bubbleswillberetainedonthesieve.

ForS22glassbubbles:

Usinga10gramsampleonaU.S.number200standardsieve

(74microns),amaximumoffive(5)percentbyweightglass

bubbleswillberetainedonthesieve.

Appearance (3M QCM 22.85)Whitetotheunaidedeye.

Flow (3M QCM 22.83)3M™GlassBubblesremainfreeflowingforatleastoneyearfrom

thedateofshipmentifstoredintheoriginal,unopenedcontainer

intheminimumstorageconditionsofanunheatedwarehouse.

Labeling3Mglassbubbleswillbepackagedinsuitablecontainerstohelp

preventdamageduringnormalhandlingandshipping.Each

containerwillbelabeledwith:

1.Nameofmanufacturer

2.Typeof3Mglassbubbles

3.Lotnumber

4.Quantityinpounds

Storage and Handling Tohelpensureeaseofstorageandhandlingwhilemaintaining

freeflowingproperties,3M™GlassBubbleshavebeenmade

fromachemicallystableglassandarepackagedinaheavy-duty

polyethylenebagwithinacardboardcontainer.

Energy and Advanced Materials Division 3M Center, Building 223-6S-04St. Paul, MN 55144-1000www.3M.com/microspheres

3M is a trademark of 3M. Used under license by 3M subsidiaries and affiliates.

3

Please recycle. Printed in USA.Issued: 9/07 © 3M 2007. All rights reserved. 5749HB 98-0212-3859-1

Important Notice to Purchaser: The information in this publication is based on tests that we believe are reliable. Your results may vary due to differences in test types and conditions. You must evaluate and determine whether the product is suitable for your intended application. Since conditions of product use are outside of our control and vary widely, the following is made in lieu of all express and implied warranties (including the implied warranties of merchantability and fitness for a particular purpose): Except where prohibited by law, 3M’s only obligation and your only remedy, is replacement or, at 3M’s option, refund of the original purchase price of product that is shown to have been defective when you received it. In no case will 3M be liable for any direct, indirect, special, incidental, or consequential damages (including, without limitation, lost profits, goodwill, and business opportunity) based on breach of warranty, condition or contract, negligence, strict tort, or any other legal or equitable theory.

United States 3M Energy and Advanced Materials Division 800 541 6752

Brazil 3M do Brasil Ltda. 5519 3838 7000

Canada 3M Canada Company 800 364 3577

Europe 3M Belgium N.V. 32 3 250 7521

India 3M India Limited Bangalore 9080 2231414

China 3M China Ltd. 86 21 6275 3535

China 3M Hong Kong Limited 852 2806 6111

Taiwan 3M Taiwan Limited 886 2 2704 9011

Korea 3M Korea Limited 82 2 3771 4114

Japan Sumitomo 3M Limited 813 3709 8250

Philippines 3M Philippines, Inc. 63 2 813 3781

Singapore 3M Singapore Pte. Ltd. 65 454 8611

Malaysia 3M Malaysia Sdn. Berhad 60 3 706 2888

New Zealand 3M New Zealand Ltd. 64-9-444-4760

Australia 3M Australia Pty., Ltd. 61 2 9498 9333

Other Areas 651 736 7123 (U.S.)

Packaging Information Small Box (10 Cubic ft.) Asinglecorrugatedboxwithaplasticliner.Allboxesare bandedtogetherandtothewoodenpallet.4boxesperpallet.

Eachboxinsidediameteris22in.×19in.×39in. Palletsizeis42in.×48in.

Large Box (50 Cubic ft.)* Asinglecorrugatedboxwithaplasticliner.Topenclosed withinterlockingdoublecoverbanded.Bottomisnormalbox closure,entireboxbandedtowoodenpallet.

Eachboxinsidediameteris48in.×42in.×44in.Overall loadsizeis483/4in.×423/4in.×50in.includingpallet. Palletsizeis42in.×48in. *S60 and S60HS large boxes are 38 cubic ft.

Product Small Box

Large Box*

Truckload Large Box* 44 Pallets

K Se

ries

K1 40 lb. 210 lb. 9,240 lb.K15 50 lb. 265 lb. 11,660 lb.K20 60 lb. 350 lb. 15,400 lb.K25 80 lb. 430 lb. 18,920 lb.K37 100 lb. 660 lb. 29,040 lb.K46 125 lb. 815 lb. 35,860 lb.

S Se

ries

S15 50 lb. 265 lb. 11,660 lb.S22 60 lb. 385 lb. 16,940 lb.S32 100 lb. 525 lb. 23,100 lb.S35 100 lb. 630 lb. 27,720 lb.S38 100 lb. 680 lb. 29,920 lb.S38HS 100 lb. 680 lb. 29,920 lb.S60 125 lb. 850 lb. 37,400 lb.S60HS 125 lb. 850 lb. 37,400 lb.iM30K 125 lb. 850 lb. 37,400 lb.

Box Weights

*Box weights may vary due to manufacturing tolerances on each product.

3M™ Glass Bubbles

Resources 3M™GlassBubblesaresupportedbyglobalsales,technicaland

customerserviceresources,withfully-staffedtechnicalservice

laboratoriesintheU.S.,Europe,Japan,LatinAmericaand

SoutheastAsia.Usersbenefitfrom3M’sbroadtechnologybase

andcontinuingattentiontoproductdevelopment,performance,

safetyandenvironmentalissues.

Foradditionaltechnicalinformationon3Mglassbubblesinthe

UnitedStates,call3MPerformanceMaterialsDivision,

800 367 8905.

Forother3Mglobaloffices,andinformationonadditional3M

products,visitourwebsiteat:www.3M.com/microspheres.

FACT-DATA©

MANUFACTURER FORTA CORPORATION, 100 Forta Drive, Grove City, PA,

U.S.A., 16127-6399 TELEPHONE: 1-800-245-0306, (724) 458-5221;

FAX: (724) 458-8331; www.forta-ferro.com GENERAL DESCRIPTION FORTA-FERRO® is an easy-to-finish, color-blended macrosynthetic fiber, made of 100% virgin copolymer/ polypropylene consisting of a twisted bundle non-fibrillating monofilament and a fibrillating network fiber, yielding a high-performance concrete reinforcement system. FORTA-FERRO® is used to reduce plastic and hardened concrete shrinkage, improve impact strength, and increase fatigue resistance and concrete toughness. This heavy-duty macrosynthetic fiber offers maximum long-term durability, structural enhancements, and effective secondary/temperature crack control by incorporating a truly unique synergistic fiber system of long length design. FORTA-FERRO® is non-corrosive, non-magnetic, and 100% alkali proof. APPLICATIONS FORTA-FERRO® is mainly used with performance concrete applications such as slabs on ground, bridge decks, shotcrete, composite metal decks, overlays, pavements, precast products – anywhere that steel reinforcement reduction or replacement is the objective. Contact FORTA Corporation for design assistance. INSTALLATION Recommended dosage rate of FORTA-FERRO® is 0.2% to 2.0% by volume of concrete (3 to 30 lbs. per cubic yard) added directly to the concrete mixing system during, or after, the batching of the other ingredients and mixed at the time and speed recommended by the mixer manufacturer (usually four to five minutes). PHYSICAL PROPERTIES Materials………….….Virgin Copolymer/Polypropylene Color……………………..Gray Form………………….Monofilament/Fibrillated Fiber System Acid/Alkali Resistance….Excellent Specific Gravity……..0.91 Absorption ………………Nil Tensile Strength…….83-96 ksi. (570-660 MPa) Compliance………………A.S.T.M. C-1116 Length…………..…...2.25” (54mm), 1.5” (38mm) Compliance………………A.S.T.M. D-7508 Compliance………SDI C-2011 Standard 13.a.3 Certified…………………..UL # R18522 AVAILABILITY FORTA-FERRO® can be purchased from FORTA Corporation or an authorized FORTA® products distributor, dealer or representative. PACKAGING Convenient incremental pound or kilogram mixer-ready bag packaging. WARRANTY FORTA® products are warranted to be free of defects in material and meet all quality control standards set by the manufacturer. FORTA Corporation specifically disclaims all other warranties, express or implied. The exclusive remedy for defective product shall be to replace the product or refund the purchase price. No agent or employee of this company is authorized to vary the terms of this warranty notice. FORTA Corporation has no control over the design, production, placement, or testing of the concrete products in which FORTA® products are incorporated, and therefore FORTA Corporation disclaims liability for the end product.

U. S. Patent Nos. 6,753,081 and 7,168,232. Additional patents pending.

C-FDFER5.15

FORTA Corporation’s technical recommendations regarding synthetic fiber characteristics are based on years of engineering research and scores of concrete projects. FORTA® has developed a simple “4-C’s” formula to help the specifier choose the right fiber for any concrete project application. By making a decision with each of the FORTA® “4-C’s” categories – Configuration, Chemistry, Contents, and Correct Length–specifiers are assured of obtaining the desired fiber performance level for a given project. The following 4-C’s formula specification has been prepared to accommodate the stated reinforcement objective for this FORTA® product grade. REINFORCEMENT OBJECTIVE: To inhibit plastic and settlement shrinkage cracking prior to the initial set, and to reduce hardened concrete shrinkage cracking, improve impact strength, and enhance concrete toughness and durability as an alternate temperature/shrinkage reinforcement. DIVISION – CONCRETE SECTION – CONCRETE REINFORCEMENT SUB-SECTION – SYNTHETIC FIBROUS REINFORCEMENT Synthetic fibrous reinforcement shall be used in the areas noted in the structural specification and denoted in plans, and shall comply with the following fiber characteristics:

1. Configuration – Fiber should be a macrosynthetic synergistic combination of a twisted-bundle non-fibrillating monofilament and a fibrillating network fiber system.

2. Chemistry – Fiber shall be made of 100% virgin materials in the form of fully-oriented copolymer/polypropylene, gray in color.

3. Contents – Fiber shall be used at a rate of ___% by volume of concrete, resulting in a dosage of ___pounds per cubic yard [i.e. 0.2%, 3.0 lbs./cu. yd; 0.27%, 4.0lbs./cu. yd; 0.33%, 5.0 lbs./cu. yd; 0.5%, 7.5lbs./cu. yd; etc]

4. Correct Length – Fiber Length shall be 1 ½”, 38mm, 2 ¼”, 54mm.

Compliance: Fibers shall comply with A.S.T.M. C-1116 “Standard Specification for Fiber Reinforced Concrete and Shotcrete” and A.S.T.M. D-7508 “Standard Specification for Polyolefin Chopped Strands for Use in Concrete”. The approved product is FORTA-FERRO® macrosynthetic fiber as manufactured by FORTA Corporation, Grove City, PA, U.S.A. Phone: 1-800-245-0306 or 1-724-458-5221; Fax: 1-724-458-8331.

FORTA Corporation 100 Forta Drive, Grove City, PA 16127-6399 U.S.A.

1-800-245-0306 or 1-724-458-5221 Fax: 1-724-458-8331

www.forta-ferro.com

FORTA®, FORTA-FERRO®, and are registered trademarks of FORTA Corporation

PRODUCT DESCRIPTION:

CM 9007 is an admixture made of advanced silicon emulsion formulated to be added during the mixing of cement,

water, and other aggregate medium. This liquid emulsion is recommended to be added by completely mixing with the

total water required for hydration prior into adding to the mix. This result to a complete homogenous mix, and ensures

efficient bonding to silicates during the hydration of cement.

CM 9007 will immediately bond with silica and block any fluid passages in the concrete matrix rendering it completely

sealed from any type of fluid penetration. The effect will prevent many other types of fluid to be blocked penetrating

its capillary walls. A microscopic membrane will form but will not exceedingly affect the surface tension of the walls,

thus enabling other coating materials to be applied. The gloss and sheen of the surface will not change.

CM 9007 provides long lasting protection against water vapor permeability, and resistance to staining and/or color

deterioration. The product will naturally protect color, and continuously provide a breathable porous substrate.

TECHNICAL DATA:

Appearance of Liquid: Opaque milky liquid

Specific Gravity: 0.982 – 0.986

pH: 8.0 – 9.0

Flash point, °C / °F: 90 / 194

Freeze thaw limit stability, °C / °F: 0 / 32

Shelf Life: 1-Year

Meets Federal and State VOC limit requirements for volatile organic components (VOC). Complies with South Coast

Air Quality Management District (SCAQMD) VOC limit.

ADDITION RATES:

Addition of CM 9007 can vary depending on the degree of water repellency required. Our recommended start rates

are as follows:

5.0 to 15.0 fluid oz / 100 - lbs of cement

150 to 450 milliliters / 100 – lbs of cement

Important Note: From out trials we found it effective to add CM 9007 as a solution in water (minimum of 50% water

required for hydration), particularly for low water and cement mix ratio prior into adding to the mix. All the aggregates

and cement must be added first, prior into adding CM 9007 in water solution. Do not intermix with other admixtures,

or add simultaneously to cause direct contact of fluids.

MIX CONDITIONS AND REQUIREMENT DURING CURING:

The concrete mix must be always homogenous to ensure good workability. For mix design formulations using regular

or super plasticizers commonly made from polycarboxylates, tests must be performed to hold water by at least 25%

of water from the mix. If additional water is required, add in increments to check for desired workability.

The material will conform to its original phase rheology, and will not alter properties of fluidity. For regular concrete

the slump will not change. However, if preparing an established SCC (self-consolidating concrete) mix with desired

flow, the water to cement mix ratio may need to be reduced.

The concrete may appear blotchy within 24-hours due to evidence of bonding occurring in the concrete matrix.

However, this will completely normalize to its natural color appearance as it continues to cure, will change rapidly in a

few hours. To accelerate expose the casted concrete to the sun to facilitate reaction of silicate bonding.

STORAGE AND DISPOSSAL:

The product must be stored in a cool and dry place, always seal container after using. The shelf-life of the product is

at least 1-year in 77 deg F storage condition, and longer depending on conditions. Avoid the material from freezing,

before using mix the product thoroughly until appearance is homogenous in appearance. Empty containers must be

disposed according to you local city, state, and federal guidelines. Do not throw liquid portions to any drains, avoid

spills, and always protect the environment.

Page 1 of 4: PDG/6000-6500/10/31/03

PRODUCT DATA GUIDE: DB-6000 TRANSPARENT CONCRETE STAIN, DB-6510 CLEAR SATIN CONCRETE SEALER, DB-6520 CLEAR GLOSS CONCRETE SEALER

And DB-6500-Concrete Cleaner

DB-6000 TRANSPARENT CONCRETE STAIN PRODUCT DESCRIPTION DB6000: Mason’s Select

Transparent Concrete Stain is a waterborne, 100% acrylic based

coating that takes advantage of the distinctive variations in the color, texture and porosity of concrete resulting in the same type of beautiful multi-hued appearance that is found in many stone surfaces. Anticipate the kind of drifts in color, uneven variations and mottling that are found in nature. WHERE TO USE: Apply Transparent Concrete Stain to concrete patios, porches, steps, sidewalks, driveways, garage and basement floors and other concrete or masonry surfaces. 6010 Adobe 6020 Patina Green 6030 Flagstone 6040 Brownstone 6050 Sandstone 6060 Fieldstone 6070 Slate 6080 Terra Cotta 6090 Coal Black 6095 Quartz White

PRODUCT DESCRIPTION DB6510, 6520 Clear Sealers: Mason’s Select

Clear Concrete Sealers are durable, non-

yellowing, 100% acrylic concrete and masonry sealers. They block out moisture while providing excellent resistance to hot tire

pick-up, UV rays, gasoline, oils, and other chemicals. May be used as a topcoat over Mason’s Select Transparent Concrete Stain to provide added protection. Available in Satin (DB6510) and Gloss (DB6520) finish. WHERE TO USE: Apply Clear Concrete Sealers to concrete patios, porches, steps, sidewalks, driveways, garage and basement floors, stained concrete, unglazed tile, untreated brick, exposed aggregate, and other concrete or masonry surfaces.

KEY FEATURES: WATER BASED: Easy soap and water clean up. 100% ACRYLIC RESIN: Transparent Concrete Stain and Clear Concrete Sealer contain the highest quality 100% Acrylic Resin. This resin system offers outstanding adhesion, durability, color retention and water resistance. It also offers resistance to wear from foot and vehicle traffic. APPEARANCE: Transparent Concrete Stain is formulated in eight Factory Designed Colors, which give concrete the same type of beautiful multi-hued appearance that is found in many natural stone surfaces. Sixteen additional Custom Intermix Colors may be achieved by intermixing two of the standard colors together at a one-to-one ratio. Clear Gloss and Clear Satin Concrete Sealers are truly clear coatings. They do not yellow. Clear Gloss gives a clear glossy “wet look” appearance, while Clear Satin gives a clear matte finish.

CHEMICAL RESISTANCE: These stains and sealers have excellent resistance to chemicals such as brake fluid, transmission fluid, motor oil, salt water, bleach, and gasoline. HOT TIRE PICK-UP RESISTANCE: These stains and sealers are specially formulated to resist lifting from hot automobile tires. MILDEWCIDE: These stains and sealers contain a highly effective mildewcide to inhibit the growth of mildew on the stained surface. V.O.C. COMPLIANT: These stains and sealers comply with all current V.O.C. regulations.

SURFACE PREPARATION: The success of a coating for concrete is always dependent on the proper surface preparation of the concrete. The following steps will help you reach maximum results and longevity.

Page 2 of 4: PDG/6000-6500/10/31/03

ALWAYS START WITH A CLEAN AND DRY SURFACE: Concrete surfaces must be free of dirt, wax, grease, oil and other

contaminants. Clean entire surface with Mason’s Select Concrete Cleaner and rinse thoroughly. New concrete must cure for

at least 30 days prior to application. New or old, concrete must be dry prior to application. To test for moisture tape an 18”x18” polyethylene sheet approximately 4 mils thick over the concrete. Leave in place for 16 hours. If there is no moisture accumulated on the sheet you may proceed, if there is moisture then allow concrete to dry for several days and retest.

ALWAYS START WITH A ROUGH SURFACE: Because the product must penetrate to adhere, avoid surfaces that have been previously coated, have been treated with a release or curing agent (e.g., “tilt-up” structures), or other contaminants. Test bare concrete surface for absorption by sprinkling with water. Bare concrete surfaces that are especially smooth, non-porous or do not readily absorb water must be profiled (process of roughening up the surface). Profiling smooth concrete will allow coating to penetrate and adhere to the concrete. Coatings can peel or be rapidly worn away from smooth concrete. It is imperative to the performance of coatings that the surface be coarse enough to allow penetration and adhesion. Profiling can be achieved by etching, sanding or sand blasting. Concrete surfaces must be rough to the touch or have a texture as rough as 120-grit sandpaper. This allows the coating to penetrate and adhere properly. Profiling or Etching the concrete prior to staining is highly recommended for maximum product performance.

ETCHING: Use Mason's Select Safe Solution non-corrosive etching solution to etch and roughen concrete before staining or

coating. Simply apply product, let it work for thirty minutes, scrub with a push broom and rinse with water. Follow all label

directions and neutralize surface with Mason's Select Concrete Cleaner.

NOTE: Clear Sealers (Satin & Gloss) may be applied directly over Transparent Concrete Stain that is clean and dry.

PRODUCT PREPARATION: Stir thoroughly from bottom to top of container and occasionally during application. DO NOT SHAKE. Shaking will create excessive air in product. If shaken, allow air to escape product before application. THINNING-CLEAR SEALERS (SATIN & GLOSS): No thinning required. THINNING-TRANSPARENT CONCRETE STAIN: Thinning required. Add 1 quart of water to 1 gallon of Transparent Concrete Stain and stir thoroughly. Thinning is necessary to achieve proper penetration and appearance. TEST AREA: Always apply

product to a small test area before staining entire project to ensure desired color and appearance. NOTE: Color of wet Transparent Concrete Stain is much different from color when dry. APPLICATION PRECAUTIONS: Apply stain or sealer when the temperature is above 50

0 F. and below 90

0 F. Do not apply in

extreme heat of day or in direct hot sunlight. Concrete must be cool enough to allow full product penetration. Do not apply product if rain is likely to occur within 24 hours. Cover all vegetation, or nearby areas not to be stained or sealed. Different concrete types, textures and natural colors will affect finished tone. Keep container tightly closed when not in use. APPLICATION -TRANSPARENT CONCRETE STAIN: For best results apply first coat using a pump-up type sprayer or airless sprayer. NOTE: Attempting to apply the first coat solely with a brush, roller or pad applicator may result in lap lines since the concrete may absorb the first coat faster than a brush, roller, or pad applicator can supply wet stain. When spraying, adjust nozzle to the widest possible spray pattern. Spray stain with a broad sweeping motion just until it begins to “wet up” (get wet) on the surface. Note that the color may not be apparent at this point, but will appear as the product dries. Do not over apply or soak concrete. Do not allow product to pool or puddle on surface. One lightly sprayed coat is all that is necessary using this application method. If desired a second coat may be applied after the first coat has dried for 4 hours. A second coat will result in a darker tone than the first coat and offer added protection. A second coat should be applied as a thin coat since the first coat has already sealed the concrete. The second coat can be applied by brush, roller, pad applicator, pump-up or airless sprayer. If using a pump-up or airless sprayer, the second coat must be spread out to a smooth, even finish using a brush, roller, or pad applicator. The staining process should go quickly, and we recommend that once a project is started it is completed as one continuous process. If it is necessary to pause or stop long enough that the stain will dry, it is best to pick a natural stopping point such as an expansion joint (groove) in the concrete.

APPLICATION -CLEAR SATIN AND CLEAR GLOSS CONCRETE SEALER: Apply with brush, roller, pad applicator, pump-up or airless sprayer. When spraying, adjust nozzle to widest possible spray pattern. Spray sealer with a broad sweeping motion until it begins to “wet up” (get wet) on the surface. Do not allow product to pool or puddle on surface. One coat is all that is necessary using this application method. NOTE: For added gloss and protection a second coat of Clear Gloss Concrete Sealer may be applied after the first coat has dried for 4 hours. The second coat can be applied by brush, roller, pad applicator, pump-up or airless sprayer. If using a pump-up or airless sprayer, the second coat must be spread out to a smooth, even finish using a brush, roller, or pad applicator.

Page 3 of 4: PDG/6000-6500/10/31/03

PRODUCT PRECAUTIONS • Prepare surface and use product in accordance with label instructions.

• Store product in cool, dry place.

• Test a small area before doing entire job.

• Close container after each use.

• Keep from freezing.

• If product is spilled on clothing, thoroughly wash before wearing again.

• Protect vegetation and surrounding areas. If product is spilled, soak up with non-organic absorbing material.

• Note: All painted or stained concrete surfaces may become slippery when wet. Not recommended for use on or around swimming pools.

SAFE USE AND STORAGE: Do not take internally. When using, do not eat, drink or smoke. Wash hands after use. Avoid prolonged contact with skin and breathing of vapors or mist. Use only in well ventilated areas. When spraying, use NIOSH approved respirator mask. Wear protective clothing, gloves, goggles and apron. Keep container tightly closed when not in use. Store at temperatures above32

0 F. to keep from freezing. WARNING: This product contains chemicals known to the state of

California to cause cancer and birth defects, or other reproductive harm. KEEP OUT OF REACH OF CHILDREN.

SPECIFICATIONS-TRANSPARENT CONCRETE STAIN: Resin Type: 100% Acrylic Polymer Solids Content (% by wt): 16% - 17%

Weight per Gallon: 8.45 - 8.5 lbs. Viscosity: 25-30 sec. - #2 Zahn cup V.O.C.: Less than 250 grams per liter

Flash Point: None Thinning: 1-quart (32 fl. ounces) water to 1 gallon of product

Spread Rate (@770 F.): First Coat: 100 - 200 sq. ft. per gallon (depending on porosity of surface)

Second Coat: 250 - 350 sq. ft. per gallon Dry Time: To Touch- 1 Hour To Re-coat- 4 Hours Foot Traffic- 24 Hours Vehicle Traffic- 72 Hours Sheen: Satin Clean up: Clean brushes and equipment immediately using warm soapy water. SPECIFICATIONS-CLEAR SATIN CONCRETE SEALER:

Resin Type: 100% Acrylic Polymer Solids Content (% by wt): 16% Weight per Gallon: 8.45 lbs. Viscosity: 15 sec. - #2 Zahn cup

V.O.C.: Less than 250 grams per liter Flash Point: None Thinning: None

Spread Rate (@770 F.): First Coat: 100 - 200 sq. ft. per gallon (depending on porosity of surface)

Second Coat: 250 - 350 sq. ft. per gallon Dry Time: To Touch- 1 Hour To Re-coat- 4 Hours Foot Traffic- 24 Hours Vehicle Traffic- 72 Hours

Clean up: Clean brushes and equipment immediately using warm soapy water. SPECIFICATIONS-CLEAR GLOSS CONCRETE SEALER:

Resin Type: 100% Acrylic Polymer Solids Content (% by wt): 20% Weight per Gallon: 8.48 lbs. Viscosity: 15 sec. - #2 Zahn cup V.O.C.: Less than 250 grams per liter Flash Point: None Thinning: None

Spread Rate (@770 F.): First Coat: 150 - 250 sq. ft. per gallon (depending on porosity of surface)

Second Coat: 250 - 350 sq. ft. per gallon Dry Time: To Touch- 1 Hour To Re-coat- 4 Hours Foot Traffic- 24 Hours Vehicle Traffic- 72 Hours

Clean up: Clean brushes and equipment immediately using warm soapy water.

WARRANTY: If you are not completely satisfied with the performance of this product after applying according to label directions, manufacturer will replace the product or refund the purchase price at the manufacturer’s option. Proof of purchase, complaint description, and photograph required. Manufacturer’s liability limited to refund of purchase price or product replacement. In no event shall manufacturer be responsible for labor, personal injury, or damage.

Page 4 of 4: PDG/6000-6500/10/31/03

DB-6500 CONCRETE CLEANER PRODUCT DESCRIPTION DB6500: Mason’s Select

Concrete Cleaner is formulated to remove dirt, grime, oil, grease,

mildew stains and algae stains from concrete and masonry surfaces. Concrete Cleaner is non-flammable, fast acting, easy to use, and 100% biodegradable.

WHERE TO USE: For use on concrete patios, sidewalks, driveways, garage and basement floors and other concrete or masonry surfaces. For soil removal, removal of mold, mildew, and algae stains, oil and grease removal, and as a neutralizer for acid etched concrete surfaces. Product is concentrated - 1 gallon makes 4 gallons, biodegradable, contains no phosphates, and is non-flammable. PREPARATION: Protect any aluminum surfaces (such as window frames) to prevent discoloration. Product will etch metal. If product makes contact with glass, rinse thoroughly before it dries. Mist any nearby vegetation with water before and after application. APPLICATION: Shake well before using. May be applied to damp or dry concrete. Apply Concrete Cleaner with brush, roller

or pump-up sprayer. Use synthetic brushes or rollers only. Apply product at temperatures above 500 F. and below 90

0 F.

Do not apply in direct sunlight if possible. Keep Cleaner wet on surface by occasionally misting with water. Cleaner is not effective when dry. If product dries on surface misting with water will reactivate its power. GENERAL CLEANING & NEUTRALIZING: Mix 1 gallon of Concrete Cleaner to 3 gallons of water for cleaning concrete prior to application of Transparent Concrete Stain or Clear Concrete Sealers. Product must be diluted at least to this ratio for pump-up sprayer application. Allow cleaner to remain wet on surface approximately 15 to 30 minutes before scrubbing with a bristle brush or hard bristled broom. Rinse thoroughly. NOTE: Use this application method for neutralizing acid etched concrete surfaces. One gallon will clean a total of 400-800 sq. ft. when diluted at a ratio of 1 gallon cleaner to 3 gallons water. HEAVY DUTY CLEANING (OIL and GREASE): Concrete Cleaner is a thickened formula and should be used undiluted for difficult areas such as oil and grease spots. Allow cleaner to remain wet on surface approximately 15 to 30 minutes before scrubbing and rinsing. Old oil and grease spots may require more than one application for complete removal. One gallon will clean a total of 100-200 sq. ft. when used as is (undiluted). MAINTENANCE CLEANING: Mix 1/2 gallon of Concrete Cleaner to 3-1/2 gallons of water. Maintenance cleaning requires a milder solution of cleaner to prevent removal of the existing coating. Apply product with brush, roller or pump-up sprayer. Allow product to remain wet on surface approximately 15 minutes. Scrub with bristle brush and rinse with a garden hose. One gallon will clean a total of 800-1600 sq. ft. when diluted at a ratio of 1/2 gallon cleaner to 3-1/2 gallons water. RINSING: Test a small area by scrubbing with a bristle brush to determine if contaminants are loose and the surface is ready for rinsing. When ready, scrub the surface with a firm bristle brush or long handled push broom. Rinse thoroughly with water using a garden hose or pressure washer. Rinse any residue from plants. PRODUCT PRECAUTIONS: ACTIVE INGREDIENTS: Sodium Hydroxide, Sodium Metasilicate, Dipropylene Glycol Methyl Ether, and Surfactant SAFETY INFORMATION: WARNING- Contains sodium hydroxide, sodium metasilicate and glycol ether. Harmful or fatal if swallowed. Can cause eye and skin burns. KEEP OUT OF REACH OF CHILDREN. Wear rubber gloves, safety goggles and plastic apron to prevent contact with eyes and skin. Concrete Cleaner becomes extremely slippery once applied. Work on small enough areas to avoid walking on treated surface. SAFE USE AND STORAGE: When using, do not eat, drink or smoke. Wash hands after use and before eating, drinking or smoking. Product is corrosive; avoid contact with metals such as aluminum. Do not transfer contents into a metal container or

unlabeled container. Store in well ventilated area. Keep container tightly closed when not in use. KEEP OUT OF REACH OF CHILDREN. Protect from freezing. For exterior use only. WARRANTY: If you are not completely satisfied with the performance of this product after applying according to label directions, manufacturer will replace the product or refund the purchase price at the manufacturer’s option. Proof of purchase, complaint description, and photograph required. Manufacturer’s liability limited to refund of purchase price or product replacement. In no event shall manufacturer be responsible for labor, personal injury, or damage.

TM

* This information is provided “as is” and no representations or warranties, either expressed or implied, or merchantability, fitness for a particular purpose or of any other nature are made with respect to this information or to any product referred to in this information.

For MSDS or to consult with a BEHR® Certified Coatings Professional, call 1-800-854-0133 Ext. 2 (U.S.A. only). ©2011 BEHR PROCESS CORPORATION Santa Ana, CA 92704 U.S.A. Revised 8/2011

T E C H N I C A L D A T A S H E E T

PRODUCT SPECIFICATIONS:

Tint Bases/Max Tint Load: * No. 800 White 124 oz / 6 oz

No. 830 Deep Base 116 oz /14 ozSheen: 5-10 @85°Vehicle Type: Siliconized 100% Acrylic*Weight per Gallon: 10.0 +/- 0.2 lbs./gal*% Solids:

By Volume: 28.9 +/- 2% By Weight: 40.5 +/- 2%

VOC: <100 g/l Flash Point: Not ApplicableViscosity: 60-80 KU *Recommended Film Thickness:

Wet: 4.0 Dry: 1.2 mils @ 400 SFPG Wet: 2.7 Dry: 0.8 mils @ 600 SFPG

*Coverage: 400-600 Square Feet Per Gallon depending on application method and substrate porosity. Does not include the loss of material from spraying.

APPLICATION:

Brush: Nylon/polyesterRoller: Use 1/4”-3/8” nap cover on smooth surfaces

and 1/2”-3/4” on rough, porous surfaces.Airless Spray: At packaged consistencyTip: .015”- .017”Filter: 60 meshThinning: (If required) No more than 1/2 pint of water

per gallon.† Dry Time: @ 77° & 50% RHLonger dry time may be required in cooler temperatures and higher humidity. † To Touch: 1 hour † To Recoat: 2-4 hours † Full Cure: 2 weeks

RECOMMENDED PRIMER / SYSTEMS:

New or uncoated Masonry:All surfaces must be clean, free of dust, chalk, oil, grease, wax, polish, mold and mildew stains, loose and peeling paint, rust and all other foreign substances. • BehrConcrete&MasonryBondingPrimerNo.880

CAUTIONS/LIMITATIONS:

• Protectfromfreezing.• Forbestresults,applyattemperaturesbetween

50°F - 90°F. Temperatures above 90°F may affect the application such as drying to fast. Avoid painting in direct sun. NOTE: If the surface is hot to the touch it should be considered to hot to apply this coating. .

• Avoidheavytrafficfor24hours.• Allowtwoweeksbeforewashingorcleaning

for full cure.• Shelflifeundernormalconditionsistwo

years unopened.

CLEAN UP:

Clean all tools and equipment with soap and water. To recycle or dispose of paint, contact your household refuse collection service.

† WARNING! If you scrape sand or remove old paint, you may release lead dust. LEAD IS TOXIC. EXPOSURE TO LEAD DUST CAN CAUSE SERIOUS ILLNESS, SUCH AS BRAIN DAMAGE, ESPECIALLY IN CHILDREN. PREGNANT WOMEN SHOULD ALSO AVOID EXPOSURE. Wear a NIOSH-approved respirator to control lead exposure. Clean up carefully with a HEPA vacuum and a wet mop. Before you start, find out how to protect yourself and your family by contacting the National Lead Information Hot line at 1-800-424-LEAD or log on to www.epa.gov/lead. WARNING! This product contains chemicals known to the state of California to cause cancer and birth defects or other reproductive harm. WARNING! Sanding or scraping pressure treated lumber may be hazardous; wear appropriate protection.

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P R O D U C T I N F O R M AT I O NBEHR® SOLID COLOR CONCRETE STAIN is a durable, water repellent, solid color stain. It is designed to help protect and enhance both interior and exterior, and vertical and horizontal, concrete surfaces. This siliconized, 100% acrylic formula, forms a strong, long-lasting opaque film on properly prepared surfaces.

R E C O M M E N D E D U S E S :Use on properly prepared, interior or exterior surfaces, including: concrete, masonry walls, basements, patios, sidewalks, driveways*, garage floors*, tennis courts, cement blocks, pillars and brick. Do not use on surfaces subject to hydrostatic pressure. *Driveways and garage floors - Lack of proper surface preparation and/or excessive application can lead to automobile tires lifting the product from the surface.

COMPLIESWITHTHEBELOWASOF3/22/2011

OTC YES CARB YES

SCAQMD YES

TM

* This information is provided “as is” and no representations or warranties, either expressed or implied, or merchantability, fitness for a particular purpose or of any other nature are made with respect to this information or to any product referred to in this information.

For MSDS or to consult with a BEHR® Certified Coatings Professional, call 1-800-854-0133 Ext. 2 (U.S.A. only). ©2011 BEHR PROCESS CORPORATION Santa Ana, CA 92704 U.S.A. Revised 8/2011

T E C H N I C A L D A T A S H E E T

SURFACE PREPARATION:

All surfaces must be clean, free of dust, chalk, oil, grease, wax, polish, mold and mildew stains, loose and peeling paint, rust, and all other foreign substances. Clean surfaces with a detergent and water solution by scrubbing the surface vigorously and rinse with a garden hose or a power washer and allow drying.

Mildew Stains: All surfaces must be clean of mold and mildew stains and dirt prior to coating. Remove mildew stainswithBEHR®PremiumMold&MildewStainRemoverNo. 62 at full strength on exterior, mildew-stained surfaces of all types including: wood, concrete, masonry, stucco, stone, brick, vinyl and aluminum siding, composite, tile, plastic, fiberglass and metals. Apply using a pump sprayer, brush, mop or roller. Scrub the surface using a stiff bristle broom or scrub brush. One gallon of the product will treat 200-250 sq. ft. (19-23 m2). Allow the product to work for at least one minute to remove mildew stains. Do not allow the product to dry on the surface. Rinse the surface and surrounding area thoroughly with water from a garden hose using the nozzle at normal pressure, or use a pressure washer at a low setting (500-1200 PSI). DO NOT USE HIGH PRESSURE as this may harm the wood. Prolonged exposure on painted surfaces may damage finish. Use the product at full strength. Interior:UseonepartBEHR®PremiumMold&MildewStainRemoverNo.62tothreepartswater(1:3dilution). DO NOT USE FULL STRENGTH. Avoid contact with clothing, carpet and fabrics. Apply using a clean cloth or sponge. Thoroughly rinse the surface with fresh water. Prolonged exposure on painted surfaces may damage finish.

Masonry: Stucco, Concrete, Cut Masonry Units (CMUs), Split-Faced Block: The oil film on new, galvanized metal must be removed before it is painted. Remove oil film with a detergent and water solution. For better paint adhesion, sand the surface with sandpaper, steelwool,orbyusingBEHR®Concrete&MasonryCleaner& Etcher No. 991. Clean by scrubbing the surface with a detergent and water solution, followed by a thorough rinsing with clean water. New Surfaces: Wipe down clean metal surfaces prior to painting with a vinegar solution, one-part vinegar to five parts water (1:5). Bare metal must beprimedthesamedayitiscleaned.Metal:Removeallrust and mill scale using sandpaper, steel wool, abrasive blasting, or other abrading methods to create a profile on the metal’s surface. Clean the metal by scrubbing the surface with a detergent and water solution, followed by a thorough rinsing with clean water. Bare metal must be coated the same day it is cleaned.

Masonry: Cement Composition Panels/Siding, Exterior Insulation and Finish Systems (EIFS) or Synthetic Stucco: New: All masonry surfaces must be cured at least 30 days before painting. The pH must be 10.0 or lower prior to coating. All surfaces must be clean, free of dust, chalk, mold and mildew stains, loose and peeling paint and all other foreign substances. Clean surfaces with a detergent and water solution by scrubbing the surface vigorously and rinse with a garden hose or a power washer at a low setting (500-1200 PSI). DO NOT USE HIGH PRESSURE as this may harm the substrate. Previously Painted Surface: All surfaces must be clean, free of dust, chalk, mold and mildew stains, loose and peeling paint and all other foreign substances. Clean surfaces with a detergent and water solution by scrubbing the surface vigorously and rinse with a garden hose or a power washer and allow drying.

GENERAL INFORMATION:

IMPORTANT! DO NOT OPEN CAN WITHOUT READING INSTRUCTIONS. FOR TINT BASES – DO NOT USE WITHOUT THE ADDITION OF TINTING COLORANTS. WARNING! This product contains chemicals known to the state of California to cause cancer and birth defects or other reproductive harm. WARNING! IRRITANT! HARMFUL IF SWALLOWED. CONTAINS: ETHYLENE GLYCOL. MAY CAUSE EYE, NOSE AND THROAT IRRITATION. AVOID CONTACT WITH SKIN AND EYES AND AVOID BREATHING OF VAPORS. WEAR EYE PROTECTION AND PROTECTIVE CLOTHING. USE ONLY WITH ADEQUATE VENTILATION. To avoid breathing vapors, open windows and doors or use other means to ensure fresh air entry during application and drying. If you experience eye watering, headaches or dizziness, increase fresh air. If properly used, a respirator (NIOSH approved for organic vapor with P series particulate pre-filter) may offer additional protection; obtain professional advice before using. A dust mask does not provide protection against vapors. Avoid contact with eyes and skin. Wash thoroughly after handling. Close container after each use. FIRST AID: Ifyouexperiencedifficultyinbreathing,leavetheareatoobtainfreshair.Ifcontinueddifficultyisexperienced,getmedical assistance immediately. In case of eye contact, flush immediately with plenty of water for at least 15 minutes and get medical attention; for skin, wash thoroughly with soap and water. If swallowed, get medical attention immediately. CAUTION: KEEP OUT OF REACH OF CHILDREN – DO NOT TAKE INTERNALLY.

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