{"id":367698,"date":"2024-10-20T02:06:30","date_gmt":"2024-10-20T02:06:30","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/astm-d7175-7\/"},"modified":"2024-10-26T03:32:02","modified_gmt":"2024-10-26T03:32:02","slug":"astm-d7175-7","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/astm\/astm-d7175-7\/","title":{"rendered":"ASTM-D7175"},"content":{"rendered":"

ASTM D7175-08<\/h3>\n

Historical Standard: Standard Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer<\/h4>\n
\n

ASTM D7175<\/h4>\n

Scope<\/strong><\/p>\n

1.1 This test method covers the determination of the dynamic shear modulus and phase angle of asphalt binders when tested in dynamic (oscillatory) shear using parallel plate geometry. It is applicable to asphalt binders having dynamic shear modulus values in the range from 100 Pa to 10 MPa. This range in modulus is typically obtained between 4 and 88\u00b0<\/span>C at 10 rad\/s. This test method is intended for determining the linear viscoelastic properties of asphalt binders as required for specification testing and is not intended as a comprehensive procedure for the full characterization of the viscoelastic properties of asphalt binders.<\/p>\n

1.2 This standard is appropriate for unaged materials, material aged in accordance with Test Method D 2872, material aged in accordance with Practice D 6521, or material aged in accordance with both Test Method D 2872 and Practice D 6521. This procedure is limited to asphalt binders that contain particles with largest dimension less than 250 \u03bc<\/span>m.<\/p>\n

1.3 The values stated in SI units are to be regarded as standard. No other units of measurement are included in this standard.<\/p>\n

1.4 This standard may involve hazardous materials, operations, and equipment. This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.<\/span><\/p>\n

Keywords<\/strong><\/p>\n

asphalt binder; complex modulus; DSR; dynamic shear rheometer; Asphalt binder; Rheology\/rheological properties; Rheometers<\/p>\n

ICS Code<\/strong><\/p>\n

ICS Number Code 93.080.20 (Road construction materials)<\/p>\n

DOI:<\/strong> 10.1520\/D7175-08<\/p>\n<\/div>\n

PDF Catalog<\/h4>\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n
PDF Pages<\/th>\nPDF Title<\/th>\n<\/tr>\n
1<\/td>\nScope
Referenced Documents
Terminology <\/td>\n<\/tr>\n
2<\/td>\nSummary of Test Method
Significance and Use
Interferences
Apparatus <\/td>\n<\/tr>\n
3<\/td>\nFIG. 1 <\/td>\n<\/tr>\n
4<\/td>\nMaterials
Verification <\/td>\n<\/tr>\n
5<\/td>\nPreparation of Apparatus
FIG. 2 <\/td>\n<\/tr>\n
6<\/td>\nPreparing Test Specimens
FIG. 3 <\/td>\n<\/tr>\n
7<\/td>\nTest Procedure
FIG. 4 <\/td>\n<\/tr>\n
8<\/td>\nInterpretation of Results
Report
TABLE 1
TABLE 2
FIG. 5
FIG. 6 <\/td>\n<\/tr>\n
9<\/td>\nPrecision and Bias
Keywords
A1. USE OF REFERENCE FLUID
A1.1 Source of Reference Fluid
A1.2 Cautions in Using Reference Fluid
A1.3 Calculation of G* from Steady-State Viscosity Measurements
TABLE 3 <\/td>\n<\/tr>\n
10<\/td>\nA1.4 Methods for Transferring the Fluid to the Test Plates
A1.5
A1.6
FIG. A1.1 <\/td>\n<\/tr>\n
11<\/td>\nX1. TESTING FOR LINEARITY
X1.1 Scope
X1.2 Procedure
FIG. A1.2
FIG. A1.3 <\/td>\n<\/tr>\n
12<\/td>\nX1.3 Plot of Complex Modulus versus Strain
X1.4 Calculations
X1.5 Report
X1.6 Data Interpretation
X2. CONTROL CHARTS
X2.1 Control Charts
X2.2 Example <\/td>\n<\/tr>\n
13<\/td>\nTABLE X2.1 <\/td>\n<\/tr>\n
14<\/td>\nX3. SELECTION OF GAP CLOSURE TO OBTAIN BULGE
X3.1 Need for Accurate Measurement of Specimen Diameter
FIG. X2.1
FIG. X3.1
FIG. X3.2 <\/td>\n<\/tr>\n
15<\/td>\nX3.2 Recommended Gap Closure Values
X3.3 Factors Affecting Bulge Development
X4. DETERMINATION OF TIME TO THERMAL EQUILIBRIUM
X4.1 Reason for Determining Time Required To Obtain Thermal Equilibrium
X4.2 Method to Determine the Time Required to Obtain Thermal Equilibrium
FIG. X3.3
FIG. X3.4
FIG. X3.5 <\/td>\n<\/tr>\n
16<\/td>\nX4.3
REFERENCES <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":"

D7175-08 Standard Test Method for Determining the Rheological Properties of Asphalt Binder Using a Dynamic Shear Rheometer<\/b><\/p>\n\n\n\n\n
Published By<\/td>\nPublication Date<\/td>\nNumber of Pages<\/td>\n<\/tr>\n
ASTM<\/b><\/a><\/td>\n2008<\/td>\n16<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n","protected":false},"featured_media":367708,"template":"","meta":{"rank_math_lock_modified_date":false,"ep_exclude_from_search":false},"product_cat":[1301,2637],"product_tag":[],"class_list":{"0":"post-367698","1":"product","2":"type-product","3":"status-publish","4":"has-post-thumbnail","6":"product_cat-93-080-20","7":"product_cat-astm","9":"first","10":"instock","11":"sold-individually","12":"shipping-taxable","13":"purchasable","14":"product-type-simple"},"_links":{"self":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product\/367698","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product"}],"about":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/types\/product"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media\/367708"}],"wp:attachment":[{"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/media?parent=367698"}],"wp:term":[{"taxonomy":"product_cat","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_cat?post=367698"},{"taxonomy":"product_tag","embeddable":true,"href":"https:\/\/pdfstandards.shop\/wp-json\/wp\/v2\/product_tag?post=367698"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}