Commonwealth of Pennsylvania PA Test Method No. 715 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Size: px
Start display at page:

Download "Commonwealth of Pennsylvania PA Test Method No. 715 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for"

Transcription

1 Commonwealth of Pennsylvania PA Test Method No. 715 Department of Transportation 5 Pages LABORATORY TESTING SECTION Method of Test for DETERMINATION OF BULK SPECIFIC GRAVITY OF COMPACTED BITUMINOUS MIXTURES 1. SCOPE 1.1 This method of test is intended for determining the bulk specific gravity of laboratory compacted bituminous mixtures or bituminous roadway samples, such as cores, small sawed slabs, density ring samples, etc. This method shall not be used if the samples contain open or interconnecting voids and/or absorb more than 3.0 percent water. For such samples, PTM No. 716 shall be used. 2. TEST SPECIMEN 2.1 Compacted specimens in accordance with PENNDOT Methods or obtained in accordance with PENNDOT methods of sampling a compacted roadway. 2.2 Size of specimens- It is recommended, (1) that the diameter of cylindrically molded or cored specimens, or the length of the sides of the sawed specimens, be at least equal to four times the nominal maximum size of the aggregate; and (2) that the thickness of the specimens be at least 1.5 times the nominal maximum size of the aggregate. 2.3 Specimens shall be free of foreign materials such as seal coat, tack coat, foundation material, soil, paper, or foil. 2.4 If desired, specimens may be separated from the other pavement layers by sawing or other suitable means. Care shall be exercised to ensure sawing does not damage the specimens.

2 Page 2 METHOD A (VOLUMETER) 3. APPARATUS 3.1 Weighing Device-A weighing device conforming to the requirements of AASHTO M-231, Class G2 3.2 Water Bath- Thermostatically controlled so as to maintain the bath temperature at 25 ± 0.5ºC (77 ± 0.9ºF) 3.3 Thermometer- ASTM 17C (17F), having a range of 19 to 27ºC (66 to 80ºF), graduated in 0.1ºC (0.2ºF) subdivisions 3.4 Volumeter 1 - Calibrated, 1.2 L or an appropriate capacity depending upon the size of the test sample 4. PROCEDURE 4.1 Immerse the specimen in the water bath and let saturate for at least 10 minutes. At the end of the 10 minute period, fill a calibrated volumeter with distilled water at 25 ± 1ºC (77 ± 1.8ºF). Place the saturated specimen into the volumeter. Bring the temperature of the water in the volumeter to 25 ± 1ºC (77 ± 1.8ºF), and cover the volumeter making certain that some water escapes through the capillary bore of the tapered lid. Wipe the volumeter dry with a dry absorbent cloth and weigh the volumeter and contents to the nearest 0.1 of a gram. 4.2 Remove the immersed and saturated specimen from the volumeter, quickly damp dry the saturated specimen with a damp towel, and as quickly as possible weigh the specimen. Any water that seeps from the specimen during the weighing operation is considered as a part of the saturated specimen. Dry the specimen to constant mass (NOTE 1). Weigh the dried specimen to the nearest 0.1 of a gram. NOTE 1- Constant mass shall be defined as the mass at which further drying at 52 ± 3ºC (125 ± 5ºF) does not alter the mass by more than 0.05 percent. Samples saturated with water shall initially be dried overnight at 52 ± 3ºC (125 ± 5ºF), flipped top to bottom, then dried until a Minimum Standard Drying Time of 20 hours has elapsed. This Minimum Standard Drying Time shall be reestablished using the procedure in NOTE 1A if there are substantial changes in ovens, paving materials, or mix design methods from 2002 conditions. Laboratory compacted specimens and density ring samples need not be dried. 1 Aluminum Volumeters of different sizes available from Pine Instrument Co., 101 Industrial Drive, Grove City, PA and Rainhart Co., 604 Williams St., Austin, TX, have been found suitable.

3 Page 3 NOTE 1A- PROCEDURE FOR DETERMINING A MINIMUM STANDARD DRYING TIME: Assemble a random sample of cores representing the compacted asphalt mixtures typically tested. Saturate the cores with water, and place the saturated cores in the 52 ± 3ºC (125 ± 5ºF) oven overnight. At the start of the following workday flip the cores top to bottom. Continue to dry and weigh the cores at two-hour intervals until constant mass is attained. Document and use the time it took for all cores to reach constant weight as the Minimum Standard Drying Time. NOTE 2- If desired, the sequence of testing operations can be changed to expedite the test results. For example, first the dry mass of the specimen can be determined. Then the volumeter containing the saturated specimen and water can be weighed. The mass of the saturated specimen can be obtained last. 5. CALCULATIONS 5.1 Calculate the bulk specific gravity (dry basis) of the samples as follows (report the value to three decimal places): GSm = Where: GSm WSm VVo WT WSa WVo WSm (0.997 g/ml) x [VVo (1.003 ml/g) x (WT WSa WVo)] = bulk specific gravity of the specimen at 25.0ºC (77ºF) = mass in grams of the dry specimen = volume in ml of the volumeter at 25.0ºC (77ºF) to the nearest tenth of a milliliter = total mass in grams of the volumeter, saturated specimen, and water in the volumeter at 25.0ºC (77ºF) = mass in grams of the saturated specimen = mass in grams of the volumeter

4 Page Calculate the percent water absorbed by the specimen as follows (report the value to one decimal place): Percent Water Absorbed = WSa WSm (0.997 g/ml) x [VVo (1.003 ml/g) x (WT WSa WVo)] x 100 If the percent water absorbed is more than 3.0 percent, use PTM No AASHTO T-166, Method A, except as follows: METHOD B (SUSPENSION IN WATER) NOTE 1- replace with the following: Constant mass shall be defined as the mass at which further drying at 52 ± 3ºC (125 ± 5ºF) does not alter the mass by more than 0.05 percent. Samples saturated with water shall initially be dried overnight at 52 ± 3ºC (125 ± 5ºF), flipped top to bottom, then dried until a Minimum Standard Drying Time of 20 hours has elapsed. This Minimum Standard Drying Time shall be reestablished using the procedure in NOTE 1A if there are substantial changes in ovens, paving materials, or mix design methods from 2002 conditions. Laboratory compacted specimens and density ring samples need not be dried. Add: NOTE 4 Referee Method- In case of discrepancies between the test results obtained by Method A and Method B, the referee test shall be Method A. AASHTO T-166, Method C METHOD C (RAPID TEST)

5 This page left intentionally blank PTM No. 715 Page 5

Commonwealth of Pennsylvania PA Test Method No. 716 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 716 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No. 716 Department of Transportation 6 Pages LABORATORY TESTING SECTION Method of Test for DETERMINATION OF BULK SPECIFIC GRAVITY OF COMPACTED BITUMINOUS MIXTURES

More information

BULK SPECIFIC GRAVITY OF COMPACTED HOT MIX ASPHALT (HMA) USING SATURATED SURFACE-DRY SPECIMENS FOP FOR AASHTO T 166 (11)

BULK SPECIFIC GRAVITY OF COMPACTED HOT MIX ASPHALT (HMA) USING SATURATED SURFACE-DRY SPECIMENS FOP FOR AASHTO T 166 (11) BULK SPECIFIC GRAVITY OF COMPACTED HOT MIX ASPHALT (HMA) USING SATURATED SURFACE-DRY SPECIMENS FOP FOR AASHTO T 166 (11) Scope This procedure covers the determination of bulk specific gravity (G mb ) of

More information

Test specimens from asphalt mixture pavement will be sampled according to AASHTO R 67.

Test specimens from asphalt mixture pavement will be sampled according to AASHTO R 67. BULK SPECIFIC GRAVITY (Gmb) OF COMPACTED ASPHALT MIXTURES USING SATURATED SURFACE-DRY SPECIMENS FOP FOR AASHTO T 166 Scope This procedure covers the determination of bulk specific gravity (Gmb) of compacted

More information

Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No.705 Department of Transportation 17 Pages LABORATORY TESTING SECTION Method of Test for MARSHALL CRITERIA FOR COMPACTED BITUMINOUS SPECIMENS 1. SCOPE 1.1

More information

PERFORMANCE EXAM CHECKLIST. Procedure Element Trial 1 Trial 2

PERFORMANCE EXAM CHECKLIST. Procedure Element Trial 1 Trial 2 ASPHALT WAQTC FOP AASHTO T 168 (10) PERFORMANCE EXAM CHECKLIST SAMPLING BITUMINOUS PAVING MIXTURES FOP FOR AASHTO T 168 Participant Name Exam Date Record the symbols P for passing or F for failing on each

More information

Commonwealth of Pennsylvania PA Test Method No. 106 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 106 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No. 106 Department of Transportation 7 Pages 1. SCOPE LABORATORY TESTING SECTION Method of Test for THE MOISTURE-DENSITY RELATIONS OF SOILS (Using a 2.5 kg (5.5-lb.)

More information

Commonwealth of Pennsylvania PA Test Method No. 507 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 507 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No. 507 Department of Transportation 6 Pages 1. SCOPE LABORATORY TESTING SECTION Method of Test for BULK SPECIFIC GRAVITY (SATURATED SURFACE-DRY BASIS), ABSORPTION,

More information

Commonwealth of Pennsylvania PA Test Method No. 106 Department of Transportation Revised May Pages LABORATORY TESTING SECTION

Commonwealth of Pennsylvania PA Test Method No. 106 Department of Transportation Revised May Pages LABORATORY TESTING SECTION Commonwealth of Pennsylvania PA Test Method No. 106 Department of Transportation Revised 7 Pages 1. SCOPE LABORATORY TESTING SECTION Method of Test for THE MOISTURE-DENSITY RELATIONS OF SOILS (Using a

More information

Commonwealth of Pennsylvania PA Test Method No. 614 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 614 Department of Transportation October Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No. 614 Department of Transportation 6 Pages LABORATORY TESTING SECTION Method of Test for MEASURING THE LENGTH OF DRILLED CONCRETE CORES 1. SCOPE 1.1 This method

More information

LABORATORY TESTING SECTION. Method of Test for CALIBRATION OF MECHANICAL SIEVE SHAKER

LABORATORY TESTING SECTION. Method of Test for CALIBRATION OF MECHANICAL SIEVE SHAKER Commonwealth of Pennsylvania PA Test Method No. 608 Department of Transportation 7 Pages 1. SCOPE LABORATORY TESTING SECTION Method of Test for CALIBRATION OF MECHANICAL SIEVE SHAKER 1.1 This method of

More information

Standard Test Procedures Manual

Standard Test Procedures Manual STP 204-15 Standard Test Procedures Manual 1. SCOPE 1.1 Description Of Test This method determines the stripping potential of asphalt cement from aggregate in asphalt concrete mixtures compacted by the

More information

6. PREPARATION OF LABORATORY-MIXED, LABORATORY-COMPACTED SPECIMENS

6. PREPARATION OF LABORATORY-MIXED, LABORATORY-COMPACTED SPECIMENS 5. APPARATUS 5.1. Equipment for preparing and compacting specimens from 1 of the following: T 167, T 245, T 247, T 312 or ASTM D 3387... 5.2. Equipment for determining the theoretical maximum specific

More information

Method of Test for Density and Air Voids of Asphalt Concrete by the Marshall Method

Method of Test for Density and Air Voids of Asphalt Concrete by the Marshall Method Method of Test for Density and Air Voids of Asphalt Concrete by the Marshall Method 1. Scope: This test is to determine the density and air void level of asphalt concrete mixtures. 2. Apparatus: 2.1 Slant

More information

Date: Participant Name: Proctor:

Date: Participant Name: Proctor: Asphalt and Asphalt Extended Performance Exam AS & AE -1 Special Requirements Test Method Test Designation Page Mech. Analysis of Extracted Aggregate AASHTO T30-15* 2 Bulk Specific Gravity Or AASHTO T166-16

More information

LABORATORY TESTING SECTION. Method of Test for DETERMINATION OF ASPHALT CONTENT AND GRADATION OF BITUMINOUS MIXTURES BY THE IGNITION METHOD

LABORATORY TESTING SECTION. Method of Test for DETERMINATION OF ASPHALT CONTENT AND GRADATION OF BITUMINOUS MIXTURES BY THE IGNITION METHOD Commonwealth of Pennsylvania PA Test Method No. 757 Department of Transportation 13 Pages 1. SCOPE LABORATORY TESTING SECTION Method of Test for DETERMINATION OF ASPHALT CONTENT AND GRADATION OF BITUMINOUS

More information

Marshal Mix Design. Compacted Specimen Asphalt Content Loose Specimen

Marshal Mix Design. Compacted Specimen Asphalt Content Loose Specimen 1 Marshal Mix Design 1- Prepare three pills and compact 75 blows each side. Before breaking the pills: Determine the density of each pill and calculate the average density (γ) Determine the specific gravity

More information

May 1, 2000 LAB MANUAL SPECIFIC GRAVITY & ABSORPTION of COARSE AGGREGATE AASHTO Designation T 85 (Mn/DOT Modified)

May 1, 2000 LAB MANUAL SPECIFIC GRAVITY & ABSORPTION of COARSE AGGREGATE AASHTO Designation T 85 (Mn/DOT Modified) May 1, 2000 LAB MANUAL 1204.0 1204 SPECIFIC GRAVITY & ABSORPTION of COARSE AGGREGATE AASHTO Designation T 85 (Mn/DOT Modified) 1204.1 GENERAL This test method is intended for use in determining the bulk

More information

MARSHALL MIX DESIGN PROJECT. [2 nd semester 1433H] CE432-Highway Engineering LABORATORY

MARSHALL MIX DESIGN PROJECT. [2 nd semester 1433H] CE432-Highway Engineering LABORATORY MARSHALL MIX DESIGN PROJECT [2 nd semester 1433H] CE432-Highway Engineering LABORATORY Project Details Binder Content (%) Group 1 (Mix 1) Group 2 (Mix 2) Group 3 (Mix 3) Group 4 (Mix 4) Group 5 (Mix 5)

More information

EMBANKMENT AND BASE WAQTC FOP AASHTO T 99 / T 180 (18) IN-PLACE DENSITY

EMBANKMENT AND BASE WAQTC FOP AASHTO T 99 / T 180 (18) IN-PLACE DENSITY MOISTURE-DENSITY RELATIONS OF SOILS: USING A 2.5 kg (5.5 lb) RAMMER AND A 305 mm (12 in.) DROP FOP FOR AASHTO T 99 USING A 4.54 kg (10 lb) RAMMER AND A 457 mm (18 in.) DROP FOP FOR AASHTO T 180 Scope This

More information

DETERMINING MOISTURE CONTENT OF BITUMINOUS MIXTURES

DETERMINING MOISTURE CONTENT OF BITUMINOUS MIXTURES Test Procedure for DETERMINING MOISTURE CONTENT OF BITUMINOUS MIXTURES TxDOT Designation: Tex-212-F Effective Date: March 2016 1. SCOPE 1.1 Use this test method to determine the moisture content of any

More information

Jan 10, 2002 LAB MANUAL BITUMINOUS MIXTURE SAMPLES TRIAL MIX VERIFICATION

Jan 10, 2002 LAB MANUAL BITUMINOUS MIXTURE SAMPLES TRIAL MIX VERIFICATION Jan 10, 2002 LAB MANUAL 1812.0 1812 BITUMINOUS MIXTURE SAMPLES TRIAL MIX VERIFICATION 1812.1 SAMPLE SUBMITTAL A. For detailed requirements of mixture submittals refer to the bituminous specification. B.

More information

Method of Test for Theoretical Maximum Specific Gravity of Asphalt Concrete Paving Mixtures

Method of Test for Theoretical Maximum Specific Gravity of Asphalt Concrete Paving Mixtures Method of Test for Theoretical Maximum Specific Gravity of Asphalt Concrete Paving Mixtures 1. Scope: This test is to determine the theoretical maximum specific gravity and/or density of uncompacted asphalt

More information

Ductility of Asphalt Materials

Ductility of Asphalt Materials Standard Method of Test for Ductility of Asphalt Materials AASHTO Designation: T 51-09 ASTM Designation: D 113-07 AASHTO T 51-09 is identical to ASTM D 113-99 except for the following provisions: 1. Replace

More information

Standard Test Method for Index of Aggregate Particle Shape and Texture 1

Standard Test Method for Index of Aggregate Particle Shape and Texture 1 Designation: D 98 00 Standard Test Method for Index of Aggregate Particle Shape and Texture This standard is issued under the fixed designation D 98; the number immediately following the designation indicates

More information

APPENDIX A DRAFT PERFORMANCE-BASED MIX DESIGN PROCEDURE FOR POROUS FRICTION COURSE

APPENDIX A DRAFT PERFORMANCE-BASED MIX DESIGN PROCEDURE FOR POROUS FRICTION COURSE APPENDIX A DRAFT PERFORMANCE-BASED MIX DESIGN PROCEDURE FOR POROUS FRICTION COURSE Standard Practice for Permeable Friction Course (PFC) Mix Design AASHTO Designation: 1. SCOPE 1.1 This standard covers

More information

April 11, 2011 LAB MANUAL

April 11, 2011 LAB MANUAL April 11, 2011 LAB MANUAL 1853.0 1853 DETERMINATION OF THE ASPHALT BINDER CONTENT OF PLANT MIXED ASPHALT BY THE IGNITION METHOD AASHTO Designation T 308, Test Method A (MN/DOT Modified) 1853.1 SCOPE This

More information

Effect of Heat and Air on Asphalt Materials (Thin-Film Oven Test)

Effect of Heat and Air on Asphalt Materials (Thin-Film Oven Test) Standard Method of Test for Effect of Heat and Air on Asphalt Materials (Thin-Film Oven Test) AASHTO Designation: T 179-05 (2009) 1 ASTM Designation: D 1754-97 (2002) American Association of State Highway

More information

TESTS ON AGGREGATES 58

TESTS ON AGGREGATES 58 TESTS ON AGGREGATES 58 59 3.1 DETERMINATION OF INDICES (FLAKINESS AND ELONGATION) STANDARD IS: 2386 (Part 1) 1963. DEFINITION The Flakiness Index of aggregates is the percentage by weight of particles

More information

LABORATORY TESTING SECTION. Method of Test for AIR CONTENT OF HARDENED CONCRETE

LABORATORY TESTING SECTION. Method of Test for AIR CONTENT OF HARDENED CONCRETE Commonwealth of Pennsylvania PA Test Method No. 623 Department of Transportation 9 Pages LABORATORY TESTING SECTION Method of Test for AIR CONTENT OF HARDENED CONCRETE 1. SCOPE AND PURPOSE 1.1 This method

More information

Commonwealth of Pennsylvania PA Test Method No. 130 Department of Transportation January Pages LABORATORY TESTING SECTION. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 130 Department of Transportation January Pages LABORATORY TESTING SECTION. Method of Test for Commonwealth of Pennsylvania PA Test Method No. 130 Department of Transportation 8 Pages LABORATORY TESTING SECTION Method of Test for EVALUATION OF POTENTIAL EXPANSION OF STEEL SLAGS 1. SCOPE 1.1 This

More information

MAKING, CURING AND TESTING CEMENT TREATED AND UNBOUND BASES (Kansas Test Method KT-37)

MAKING, CURING AND TESTING CEMENT TREATED AND UNBOUND BASES (Kansas Test Method KT-37) 5.9.37 MAKING, CURING AND TESTING CEMENT TREATED AND UNBOUND BASES (Kansas Test Method ) 1. SCOPE This method covers the procedure for making and curing compression test specimens of Cement Treated and

More information

Commonwealth of Pennsylvania PA Test Method No. 606 Department of Transportation March 2016 Page 1. Laboratory Testing Section. Method of Test for

Commonwealth of Pennsylvania PA Test Method No. 606 Department of Transportation March 2016 Page 1. Laboratory Testing Section. Method of Test for Page 1 Laboratory Testing Section Method of Test for 1. Scope OBTAINING AND TESTING DRILLED CORES OF CONCRETE 1.1 This method covers the procedures for obtaining, preparing, and testing cores drilled from

More information

Tex-424-A, Obtaining and Testing Drilled Cores of Concrete

Tex-424-A, Obtaining and Testing Drilled Cores of Concrete Contents: Section 1 Overview...2 Section 2 Part I, Obtaining Drilled Cores...3 Section 3 Part II, Measuring Length of Drilled Cores...4 Section 4 Part III, Compressive Strength of Drilled Cores...6 Section

More information

MASS PER CUBIC FOOT (METER), YIELD, AND AIR CONTENT (GRAVIMETRIC) OF FRESHLY MIXED CONCRETE (Kansas Test Method KT-20)

MASS PER CUBIC FOOT (METER), YIELD, AND AIR CONTENT (GRAVIMETRIC) OF FRESHLY MIXED CONCRETE (Kansas Test Method KT-20) 5.9.20 MASS PER CUBIC FOOT (METER), YIELD, AND AIR CONTENT (GRAVIMETRIC) OF FRESHLY MIXED CONCRETE (Kansas Test Method ) 1. SCOPE This method of test covers the procedure for determining the mass per cubic

More information

EMBANKMENT AND BASE WAQTC / IDAHO FOP AASHTO T 99 / T 180 (17) IN-PLACE DENSITY

EMBANKMENT AND BASE WAQTC / IDAHO FOP AASHTO T 99 / T 180 (17) IN-PLACE DENSITY EMBANKMENT AND BASE WAQTC / IDAHO FOP AASHTO T 99 / T 180 (17) MOISTURE-DENSITY RELATIONS OF SOILS: USING A 2.5 kg (5.5 lb) RAMMER AND A 305 mm (12 in.) DROP FOP FOR AASHTO T 99 USING A 4.54 kg (10 lb)

More information

DESIGN OF LARGE STONE ASPHALT MIXES FOR LOW- VOLUME ROADS USING SIX-INCH DIAMETER MARSHALL SPECIMENS

DESIGN OF LARGE STONE ASPHALT MIXES FOR LOW- VOLUME ROADS USING SIX-INCH DIAMETER MARSHALL SPECIMENS NCAT Report 91-05 DESIGN OF LARGE STONE ASPHALT MIXES FOR LOW- VOLUME ROADS USING SIX-INCH DIAMETER MARSHALL SPECIMENS By P.S. Kandhal 277 Technology Parkway Auburn, AL 36830 DESIGN OF LARGE STONE ASPHALT

More information

2012 Canadian Asphalt Mix Exchange Program Marshall Mix Design Instructions to Participants

2012 Canadian Asphalt Mix Exchange Program Marshall Mix Design Instructions to Participants Please note that at the November 2005 CAMP technical meeting, it was agreed that only one test method for the Theoretical Maximum Specific Gravity is required. The test method shall follow AASHTO T 209.

More information

PROJECT OFFICE MANUAL. The Department reserves the right to review any design through plant production, prior to using the design for Department work.

PROJECT OFFICE MANUAL. The Department reserves the right to review any design through plant production, prior to using the design for Department work. REPLACES D..5 04/25/2013 PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PROJECT OFFICE MANUAL PART 5-1 SUJECT MINIMUM QUALITY CONTROL PLAN FOR ITUMINOUS CONCRETE Section 409.2(e), Publication 408, Mixture Composition

More information

PROJECT OFFICE MANUAL. The Department reserves the right to review any design through plant production, prior to using the design for Department work.

PROJECT OFFICE MANUAL. The Department reserves the right to review any design through plant production, prior to using the design for Department work. REPLACES D..5 04/25/2013 PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PROJECT OFFICE MANUAL PART 5-1 SUJECT MINIMUM QUALITY CONTROL PLAN FOR ITUMINOUS CONCRETE Section 409.2(e), Publication 408, Mixture Composition

More information

SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HMA MIXTURE (WITH SAMPLING BEHIND THE PAVER)

SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HMA MIXTURE (WITH SAMPLING BEHIND THE PAVER) MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HMA MIXTURE (WITH SAMPLING BEHIND THE PAVER) C&T:JWB 1 of 10 C&T APPR:KPK:CJB:08-02-06 FHWA:APPR:08-21-06 a.

More information

Review 2014 HMA test data Review Changes to CS 409 (2015) Discuss 2015 Bit DEL changes Protocol for Reheating HMA Samples Verification Data 2014 /

Review 2014 HMA test data Review Changes to CS 409 (2015) Discuss 2015 Bit DEL changes Protocol for Reheating HMA Samples Verification Data 2014 / Review 2014 HMA test data Review Changes to CS 409 (2015) Discuss 2015 Bit DEL changes Protocol for Reheating HMA Samples Verification Data 2014 / 2015 40 different JMF s 14 had PWL of 90% or greater 26

More information

Potential Use and Applications for Reclaimed Millings

Potential Use and Applications for Reclaimed Millings Potential Use and Applications for Reclaimed Millings Morgan State University The Pennsylvania State University University of Maryland University of Virginia Virginia Polytechnic Institute & State University

More information

Tex-239-F, Asphalt Release Agent

Tex-239-F, Asphalt Release Agent Contents: Section 1 Overview...2 Section 2 Part I, 7-day Asphalt Stripping Test...3 Section 3 Part II, Mixture Slide Test...5 Section 4 Part III, Asphalt Performance Test...7 Section 5 Part IV, Release

More information

PRI Asphalt Technologies, Inc.

PRI Asphalt Technologies, Inc. in Tampa, Florida, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established

More information

Asphalt Plant Mix Design Technician Proficiency Test

Asphalt Plant Mix Design Technician Proficiency Test Asphalt Plant Mix Design Technician Proficiency Test Revised 3/13/2008 Student Name (print) Company Name (if VDOT- Dist./ Div.) Company Address Employer s Phone No. *Asphalt Plant Level I Proficiency Required?

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HOT MIX ASPHALT MIXTURE (WITH SAMPLING BEHIND THE PAVER)

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HOT MIX ASPHALT MIXTURE (WITH SAMPLING BEHIND THE PAVER) MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR FURNISHING AND PLACING MARSHALL HOT MIX ASPHALT MIXTURE (WITH SAMPLING BEHIND THE PAVER) CFS:JWB 1 of 9 APPR:KPK:CJB:11-02-15 FHWA:APPR:11-02-15

More information

ASPHALT WAQTC WAQTC TM 13 (12)

ASPHALT WAQTC WAQTC TM 13 (12) Volumetric Properties of Hot Mix Asphalt (HMA) WAQTC TM 13 Scope This procedure covers the determination of volumetric properties of plant produced Hot Mix Asphalt, i.e., air voids (V a ), voids in mineral

More information

4.1 DETERMINATION OF SPECIFIC GRAVITY

4.1 DETERMINATION OF SPECIFIC GRAVITY TESTS ON CEMENT 94 4.1 DETERMINATION OF SPECIFIC GRAVITY STANDARD IS: 4031-1988. DEFINITION Specific Gravity is defined as the ratio of the mass of the cement to the mass of an equal volume of kerosene.

More information

DESIGN OF LARGE STONE ASPHALT MIXES TO MINIMIZE RUTTING

DESIGN OF LARGE STONE ASPHALT MIXES TO MINIMIZE RUTTING NCAT Report 90-01 DESIGN OF LARGE STONE ASPHALT MIXES TO MINIMIZE RUTTING By Prithvi S. January 1990 Presented at the 69 th Annual Meeting of the Transportation Research Board in Washington, DC, January,

More information

BUREAU OF INDIAN STANDARDS Draft Indian Standard

BUREAU OF INDIAN STANDARDS Draft Indian Standard Doc:MTD 15(5106) For Comments Only BUREAU OF INDIAN STANDARDS Draft Indian Standard METHOD FOR DETERMINATION OF THERMAL CONDUCTIVITY OF DENSE AS WELL AS INSULATING FIRED REFRACTORIES, REFRACTORY MONOLITHICS

More information

1. SCOPE 2. REFERENCED DOCUMENTS

1. SCOPE 2. REFERENCED DOCUMENTS Illinois Test Procedure 405 Effective Date: January 1, 2016 Determining the Fracture Potential of Asphalt Mixtures Using the Illinois Flexibility Index Test (I-FIT) 1. SCOPE 1.1. This test method covers

More information

SPECIAL SPECIFICATION 3032 Reflective Crack Relief Interlayer (RCRI)

SPECIAL SPECIFICATION 3032 Reflective Crack Relief Interlayer (RCRI) 2004 Specifications CSJ 0197-02-097 SPECIAL SPECIFICATION 3032 Reflective Crack Relief Interlayer (RCRI) 1. Description. Produce and place a Reflective Crack Relief Bituminous Interlayer (RCRI) in one

More information

SPECIAL SPECIFICATION 3017 Reflective Crack Relief Interlayer (RCRI)

SPECIAL SPECIFICATION 3017 Reflective Crack Relief Interlayer (RCRI) 2004 Specifications CSJ 0027-12-130 SPECIAL SPECIFICATION 3017 Reflective Crack Relief Interlayer (RCRI) 1. Description. Produce and place a Reflective Crack Relief Bituminous Interlayer (RCRI) in one

More information

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT).

A. Texas Department of Transportation 2004 Standard Specifications for Construction and Maintenance of Highways, Streets and Bridges (TxDOT). SECTION 32 12 16 ASPHALT CONCRETE PAVING PART 1 GENERAL 1.1 SCOPE OF WORK A. This Section specifies the requirements for placing a hot laid plant mix asphalt surface course upon either an asphalt stabilized

More information

32.02 RESPONSIBILITIES OF THE TESTING AGENCY

32.02 RESPONSIBILITIES OF THE TESTING AGENCY 32.2 RESPONSIBILITIES OF THE TESTING AGENCY 32.2.1 General All materials and operations shall be tested in accordance with these Specifications and as directed by the Project Manager. Agencies testing

More information

SPECIAL SPECIFICATION 3402 Reflective Crack Relief Interlayer (RCRI)

SPECIAL SPECIFICATION 3402 Reflective Crack Relief Interlayer (RCRI) 1993 Specifications CSJ 0451-02-023, etc. SPECIAL SPECIFICATION 3402 Reflective Crack Relief Interlayer (RCRI) 1. Description. This Item shall govern for the materials and construction requirements for

More information

PHARMACOPOEIAL DISCUSSION GROUP BULK AND TAPPED DENSITY OF SOLIDS

PHARMACOPOEIAL DISCUSSION GROUP BULK AND TAPPED DENSITY OF SOLIDS PHARMACOPOEIAL DISCUSSION GROUP BULK AND TAPPED DENSITY OF SOLIDS It is understood that sign-off covers the technical content of the draft and each party will adapt it as necessary to conform to the usual

More information

OHD L-54 STANDARD METHOD OF TEST FOR MAKING, CURING, AND TESTING CEMENT-TREATED BASE FIELD SAMPLES

OHD L-54 STANDARD METHOD OF TEST FOR MAKING, CURING, AND TESTING CEMENT-TREATED BASE FIELD SAMPLES STANDARD METHOD OF TEST FOR MAKING, CURING, AND TESTING CEMENT-TREATED BASE FIELD SAMPLES Oklahoma D.O.T. Page 1 of 7 1 SCOPE 1.1 This method covers procedures for making, curing, and testing cylindrical

More information

Highway Engineering Materials - CE 400 Spring 2009 Aggregate Labs Draft Due February 4, 2009 Final Report Due February 11, 2009

Highway Engineering Materials - CE 400 Spring 2009 Aggregate Labs Draft Due February 4, 2009 Final Report Due February 11, 2009 Highway Engineering Materials - CE 400 Spring 2009 Aggregate Labs Draft Due February 4, 2009 Final Report Due February 11, 2009 January 21 st and January 28 th, 2009 T1) ASTM D4791-95: Flat and Elongated

More information

PAVETEX Engineering, LLC

PAVETEX Engineering, LLC in El Paso, Texas, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. QC LABORATORIES, INC Northwest Freeway Houston, TX Damon Dolat Phone:

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005. QC LABORATORIES, INC Northwest Freeway Houston, TX Damon Dolat Phone: SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 QC LABORATORIES, INC. 10810 Northwest Freeway Houston, TX 77092 Damon Dolat Phone: 713 695 1133 Valid to: July 31, 2018 Certificate Number: 1127.01 In recognition

More information

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005

SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 SCOPE OF ACCREDITATION TO ISO/IEC 17025:2005 TOLUNAY-WONG ENGINEERS, INC 10710 Sam Houston Parkway West, Suite 100 Houston, TX 77031 Patricia Hodgkins Phone: 504 202 7541 Valid To: February 29, 2020 Certificate

More information

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method

Extraction and Sieve Analysis ( µm minus) Forming Marshall Specimens, Field Method 3.56 COLD IN-PLACE RECYCLING 3.56.1 GENERAL This specification covers the requirements for Cold In-Place Recycling (CIR) which consists of reclaiming the existing asphalt pavement; sizing the reclaimed

More information

Transportation Technician Qualification Program. EMBANKMENT & BASE IN-PLACE DENSITY Participant Workbook

Transportation Technician Qualification Program. EMBANKMENT & BASE IN-PLACE DENSITY Participant Workbook Transportation Technician Qualification Program EMBANKMENT & BASE IN-PLACE DENSITY Participant Workbook Contents FIELD OPERATING PROCEDURES 1. AASHTO T 255 (2016 Revision Published October 2017) Total

More information

Inspection and Approval of Asphalt Field Laboratories

Inspection and Approval of Asphalt Field Laboratories Standard Method of Test for July 6, 2010 Inspection and Approval of Asphalt Field Laboratories SCDOT Designation: SC-M-404 (5/10) 1. SCOPE 1.1 This method covers the process for inspection and approval

More information

Seattle Public Utilities Materials Laboratory

Seattle Public Utilities Materials Laboratory in Seattle, Washington, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies

More information

European Pharmacopoeia

European Pharmacopoeia i PHARMACOPOEIAL DISCUSSION GROUP REV 1 - CORR 1 G02 Bulk density and tapped density of powders It is understood that sign-off covers the technical content of the draft and each party will adapt it as

More information

Particle Size Distribution Analysis for Ceramic Pot Water filter production

Particle Size Distribution Analysis for Ceramic Pot Water filter production Particle Size Distribution Analysis for Ceramic Pot Water filter production Maria del Mar Duocastella and Kai Morrill Potters Without Borders, Enderby, British Columbia, Canada - September 2012 Abstract:

More information

TESTS ON BRICKS a. COMPRESSIVE STRENGTH OF BRICK

TESTS ON BRICKS a. COMPRESSIVE STRENGTH OF BRICK TESTS ON BRICKS a. COMPRESSIVE STRENGTH OF BRICK Exp.No Date : AIM To determine the compressive strength of burnt clay building blocks THEORY Brick are mostly subjected to compression and rarely to tension.

More information

Concrete Field Testing Technician Study Guide

Concrete Field Testing Technician Study Guide Concrete Field Testing Technician Study Guide ASTM C 172 SAMPLING FRESH CONCRETE 1. The maximum allowable time between obtaining the first and final portions of a composite sample is minutes. (Section

More information

METHOD A2 THE DETERMINATION OF THE LIQUID LIMIT OF SOILS BY MEANS OF THE FLOW CURVE METHOD

METHOD A2 THE DETERMINATION OF THE LIQUID LIMIT OF SOILS BY MEANS OF THE FLOW CURVE METHOD METHOD A2 1 SCOPE THE DETERMINATION OF THE LIQUID LIMIT OF SOILS BY MEANS OF THE FLOW CURVE METHOD Definition The liquid limit of a soil as defined below is determined by using the device specified to

More information

City of Estevan. Construction Specifications

City of Estevan. Construction Specifications City of Estevan Construction Specifications 1.0 GENERAL This section governs the requirements for the supply and placement of Asphaltic Concrete pavement. 2.0 MATERIALS 2.1 Aggregate Shall consist of hard,

More information

Special Provision No. 399F02 January 2017 CONSTRUCTION SPECIFICATION FOR TEMPORARY HOT MIX PAVEMENT

Special Provision No. 399F02 January 2017 CONSTRUCTION SPECIFICATION FOR TEMPORARY HOT MIX PAVEMENT TEMPORARY HOT MIX PAVEMENT - Item No. Special Provision No. 399F02 January 2017 CONSTRUCTION SPECIFICATION FOR TEMPORARY HOT MIX PAVEMENT 1.0 SCOPE This Special Provision covers the requirements for the

More information

METHOD A6 THE DETERMINATION OF THE GRAIN SIZE DISTRIBUTION IN SOILS BY MEANS OF A HYDROMETER

METHOD A6 THE DETERMINATION OF THE GRAIN SIZE DISTRIBUTION IN SOILS BY MEANS OF A HYDROMETER METHOD A6 THE DETERMINATION OF THE GRAIN SIZE DISTRIBUTION IN SOILS BY MEANS OF A HYDROMETER SCOE This method covers the quantitative determination of the distribution of particle sizes in soils. The distribution

More information

SECTION 315 ASPHALT CONCRETE PAVEMENT of the Specifications is amended as follows:

SECTION 315 ASPHALT CONCRETE PAVEMENT of the Specifications is amended as follows: S315HP2-0117 VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR DENSITY DETERMINATION January 18, 2017 SECTION 315 ASPHALT CONCRETE PAVEMENT of the Specifications is amended as follows: Section

More information

SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING

SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING SECTION 402 PLANT MIX BITUMINOUS SURFACE LEVELING 402.1 Description. This work shall consist of placing, spreading and compacting a bituminous mixture as shown on the plans or as directed by the engineer.

More information

NATIONAL SLAG NSA ASSOCIATION

NATIONAL SLAG NSA ASSOCIATION NATIONAL SLAG NSA 181-2 ASSOCIATION SLAG BAGHOUSE FINES IN ASPHALT MIXTURES Air pollution control regulations have forced many asphalt plants to install baghouse dust collection systems. The collected

More information

6.2 COMPRESSIVE STRENGTH OF SMA MIXTURES

6.2 COMPRESSIVE STRENGTH OF SMA MIXTURES Chapter 6 COMPRESSIVE STRENGTH CHARACTERISTICS 6.1 INTRODUCTION Compressive strength is the capacity of pavement materials to withstand axially directed compressive forces. The bituminous mixture starts

More information

INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR Department of Civil Engineering Soil Mechanics Laboratory

INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR Department of Civil Engineering Soil Mechanics Laboratory THEORY: INDIAN INSTITUTE OF TECHNOLOGY GANDHINAGAR CONSOLIDATION TEST- (OEDOMETER TEST) (IS 2720-PART-15-1986) Reaffirmed-2002 When a compressive load is applied to soil mass, a decrease in its volume

More information

12/9/14. HMA Mix Design. Asphalt Mix Design. Volumetrics. HMA Mix Characteristics

12/9/14. HMA Mix Design. Asphalt Mix Design. Volumetrics. HMA Mix Characteristics Construction of Quality Hot Mix Asphalt Pavements - 1 Day Course HMA Mix Design Smooth Quite Ride Asphalt Mix Design Greg Harder, P.E. Asphalt Institute Regional Engineer Tully, NY Strength/ Stability

More information

FLAT PARTICLES, ELONGATED PARTICLES, OR FLAT AND ELONGATED PARTICLES IN COARSE AGGREGATE ASTM D 4791

FLAT PARTICLES, ELONGATED PARTICLES, OR FLAT AND ELONGATED PARTICLES IN COARSE AGGREGATE ASTM D 4791 FLAT PARTICLES, ELONGATED PARTICLES, OR FLAT AND ELONGATED PARTICLES IN COARSE AGGREGATE ASTM D 4791 GLOSSARY Flat and Elongated Particles of Aggregate - Those particles having a ratio of length to thickness

More information

State of Nevada Department of Transportation Materials Division METHOD OF TEST FOR DENSITY (UNIT WEIGHT) AND VOLUME OF CONCRETE

State of Nevada Department of Transportation Materials Division METHOD OF TEST FOR DENSITY (UNIT WEIGHT) AND VOLUME OF CONCRETE State of Nevada Department of Transportation Materials Division METHOD OF TEST FOR DENSITY (UNIT WEIGHT) AND VOLUME OF CONCRETE SCOPE This test method describes the procedure for determining the density

More information

ATT-12/18, PART III, CORRECTION FACTOR, Extracted Asphalt Content

ATT-12/18, PART III, CORRECTION FACTOR, Extracted Asphalt Content 1.0 Scope ATT-12/18, PART III, CORRECTION FACTOR, Extracted Asphalt Content 1.0 SCOPE This test method describes the procedure for obtaining a correction factor which is added to the extracted asphalt

More information

EFFECT OF SAMPLE GEOMETRY ON BULK RELATIVE DENSITY OF HOT-MIX ASPHALT MIXES. Joseph Anochie-Boateng, Julius Komba, Dave Ventura and Benoit Verhaeghe

EFFECT OF SAMPLE GEOMETRY ON BULK RELATIVE DENSITY OF HOT-MIX ASPHALT MIXES. Joseph Anochie-Boateng, Julius Komba, Dave Ventura and Benoit Verhaeghe 1 th CONFERENCE ON ASPHALT PAVEMENTS FOR SOUTHERN AFRICA EFFECT OF SAMPLE GEOMETRY ON BULK RELATIVE DENSITY OF HOT-MIX ASPHALT MIXES Joseph Anochie-Boateng, Julius Komba, Dave Ventura and Benoit Verhaeghe

More information

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR ACCEPTANCE OF LONGITUDINAL JOINT DENSITY IN HOT MIX ASPHALT PAVEMENTS

MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR ACCEPTANCE OF LONGITUDINAL JOINT DENSITY IN HOT MIX ASPHALT PAVEMENTS MICHIGAN DEPARTMENT OF TRANSPORTATION SPECIAL PROVISION FOR ACCEPTANCE OF LONGITUDINAL JOINT DENSITY IN HOT MIX ASPHALT PAVEMENTS CFS:CJB 1 of 8 APPR:KPK:DBP:10-10-13 FHWA:APPR:10-11-13 Delete the second

More information

Determining Asphalt Binder Bond Strength by Means of the Binder Bond Strength (BBS) Test

Determining Asphalt Binder Bond Strength by Means of the Binder Bond Strength (BBS) Test Standard Method of Test for Determining Asphalt Binder Bond Strength by Means of the Binder Bond Strength (BBS) Test AASHTO Designation: TP-XX-11 1. SCOPE 1.1 This test method quantifies the tensile force

More information

Student Services & Classroom Addition

Student Services & Classroom Addition SECTION 321216 - ASPHALT PAVING PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections,

More information

Highway Materials Manual

Highway Materials Manual Kingdom of Saudi Arabia Ministry of Communications Highway Materials Manual Volume II Part 4 Bituminous Materials Bituminous Materials Part 4, Bituminous Materials, of the Highway Materials Manual contains

More information

5- Superpave. Asphalt Concrete Mix Design

5- Superpave. Asphalt Concrete Mix Design 5- Superpave Asphalt Concrete Mix Design 1 Superpave Volumetric Mix Design Goals Compaction method which simulates field Accommodates large size aggregates Measure of compactibility Able to use in field

More information

A. Provide all labor, materials, and equipment as necessary to complete all work as indicated on the Drawings and specified herein.

A. Provide all labor, materials, and equipment as necessary to complete all work as indicated on the Drawings and specified herein. PAGE 321216-1 SECTION 321216 PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification sections,

More information

SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL

SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL SECTION B1 BITUMINOUS CONCRETE PAVING GENERAL This section covers the restoration of roadways and sidewalks, in whole or in part, with bituminous concrete paving. WITHIN 4 DAYS OF BACKFILLING IN AREAS

More information

Tex-113-E, Laboratory Compaction Characteristics and Moisture- Density Relationship of Base Materials

Tex-113-E, Laboratory Compaction Characteristics and Moisture- Density Relationship of Base Materials Characteristics and Moisture- Density Overview Effective Date: August 1999 October 2004. This method determines the relationship between water content and the dry unit mass (density) of base materials.

More information

Superpave Volumetric Mix Design

Superpave Volumetric Mix Design Superpave Volumetric Mix Design Four major steps in the testing and analysis process : 1. Selection of materials (aggregate, binders, modifiers, etc.) 2. Selection of a design aggregate structure 3. Selection

More information

SEAUPG 2004 Conference - Baton Rouge Presented By Dr. Louay Mohammad, LSU

SEAUPG 2004 Conference - Baton Rouge Presented By Dr. Louay Mohammad, LSU SEAUPG 24 Conference - Baton Rouge Laboratory Evaluation of Asphalt Tack Coat Materials Louay N. Mohammad, Ph.D. Louisiana Transportation Research Center Louisiana State University What is a Tack Coat?

More information

A STUDY OF POURED JOINT SEAL MATERIALS. D. L. O'Connor Supervising Chemical Engineer

A STUDY OF POURED JOINT SEAL MATERIALS. D. L. O'Connor Supervising Chemical Engineer A STUDY OF POURED JOINT SEAL MATERIALS by D. L. O'Connor Supervising Chemical Engineer Materials and Tests Division State Department of Highways and Public Transportation 3-03-72-040 April 1976 MAY 2 9

More information

METHOD OF TEST FOR DETERMINATION OF PERCENT CRUSHED PARTICLES IN PROCESSED COARSE AGGREGATE

METHOD OF TEST FOR DETERMINATION OF PERCENT CRUSHED PARTICLES IN PROCESSED COARSE AGGREGATE Laboratory Testing Manual Date: 12 04 01 Page 1 of 8 METHOD OF TEST FOR DETERMINATION OF PERCENT CRUSHED PARTICLES IN PROCESSED COARSE AGGREGATE 1. SCOPE 1.1 This method covers the visual determination

More information

Raychem S1297 and /97 Hot Melt Adhesive

Raychem S1297 and /97 Hot Melt Adhesive Tyco Electronics Corporation 300 Constitution Drive Menlo Park, CA 94025 USA Specification This Issue: Date: Replaces: RW-2019 ISSUE 1 November 16, 2005 None Raychem S1297 and /97 Hot Melt Adhesive 1.0

More information

Chapter 6 Tex-204-F, Design of Bituminous Mixtures

Chapter 6 Tex-204-F, Design of Bituminous Mixtures Chapter 6 Tex-204-F, Design of Bituminous Contents: Section 1 Overview... 6-3 Section 2 Automated Mix Design Report Format... 6-4 Section 3 Procedure... 6-5 Section 4 Part I, Typical Example of Design

More information

FHWA-Central Federal Lands Highway Division

FHWA-Central Federal Lands Highway Division in Denver, Colorado, USA has demonstrated proficiency for the testing of construction materials and has conformed to the requirements established in AASHTO R 18 and the AASHTO Accreditation policies established

More information

Standard Test Procedures Manual

Standard Test Procedures Manual STP 208-3 Standard Test Procedures Manual 1. SCOPE 1.1. Description of Test This method describes the procedure for determining the relationship between the moisture content and density for soil cement

More information