Temperature of Freshly Mixed Hydraulic-Cement
Concrete AASHTO T ...
AASHTO T-309-06. (Modified). Concrete temperature is one of the most important factors influencing the quality, time of set and strength of concrete. ...
http://www.nmshtd.state.nm.us/upload/images/State_Material_Bureau/Concrete/T-309.pdf
AASHTO T-168 - Sampling Bituminous Paving Mixtures
AASHTO T-168-03 ...
Maintain sample temperature above 116°C (240ºF) for material to be tested in ...
http://www.nmshtd.state.nm.us/upload/images/State_Material_Bureau/HMA-Asphalt/T-168.pdf
Making and Curing Concrete Test Specimen in the Field
AASHTO T-23 ...
8 hours, then place it back into a proper lime-saturated curing water bath ...
http://www.nmshtd.state.nm.us/upload/images/State_Material_Bureau/Concrete/T-23.pdf
AASHTO T 309 - TEMPERATURE OF
FRESHLY MIXED PORTLAND CEMENT ...
This procedure covers the determination of the temperature of freshly mixed portland cement concrete in accordance with AASHTO T 309. Apparatus ...
http://itd.idaho.gov/manuals/Online_Manuals/Current_Manuals/QA%20Manual/July_06/FOPs/T309_short_wpr_05r.pdf
SPECIFIC GRAVITY AND ABSORPTION OF COARSE AGGREGATE FOP FOR
AASHTO ...
Dry the test sample to constant mass in accordance with the FOP for AASHTO T ...
http://itd.idaho.gov/manuals/Online_Manuals/Current_Manuals/QA%20Manual/July_06/FOPs/T85_short_wpr_05.pdf
Temperature of Freshly Mixed Portland Cement
Concrete
AASHTO. C 172. T 141. R 18. 3. Replace Sections 4.2 and 4.4 of ASTM C 1064/C ...
http://apps.itd.idaho.gov/apps/TestMethods/T%20309%20WAQTC%200106.pdf
AASHTO
Bearing Pads by WARCO BILTRITE
AASHTO M251 Unsupported Neoprene Bearing Pads are also available. –40šF to + 220šF. –40šF to +220šF. –40šF to +220šF. Temperature ...
http://www.warco.com/pdf/WARCOBILTRITE_AASHTOpads.pdf
Automated
AASHTO T316 : Rheosys Asphalt DRV viscometer.
Quick ...
Quick Setup Instructions. Summary of the AASHTO T316-06 test method. 1. Pre-heat sample holder & Spindle. 2. Set the test temperature. 3. Heat & prep sample ...
http://www.rheosys.com/PDFs/DRV%20quicksetup.pdf
RC-1457A - Determine the Impact of the AASHTO LRFD
Bridge Code and ...
transition the department into the use of the AASHTO LRFD design code. 5. Report Date ..... 1.5.6 Discrete Form of Temperature Induced Deformation Relations ...
http://www.michigan.gov/documents/mdot/MDOT_Research_Report_RC1457A_200631_7.pdf
RESISTANCE OF COMPACTED
ASPHALT MIXTURES TO MOISTURE-INDUCED ...
Vacuum container for saturating specimens. Balance, general purpose class G2 ( AASHTO M 231). Water bath, capable of maintaining a temperature of 140 ± 2°F ...
http://www.in.gov/indot/files/283.pdf
SPECIFIC GRAVITY
AND ABSORPTION OF FINE AGGREGATES AASHTO T 84
AASHTO T 248 (Reducing Field samples of Aggregates to Test Size). The ...
http://www.in.gov/indot/files/T_84_aashtoB.pdf
SPECIFIC GRAVITY
OF COARSE AGGREGATE AASHTO T 85
Water, at a temperature of 73.4°F (23°C) has a specific gravity of 1. ...
http://www.in.gov/indot/files/T_85_aashtoB.pdf
AASHTO T 245 - RESISTANCE TO PLASTIC FLOW OF BITUMINOUS
MIXTURES ...
Consult the current edition of AASHTO for procedure in its entirety and ... Heat the molds and hammer faces to a temperature between 200 to 300°F (93 to ...
http://www.dot.nd.gov/manuals/materials/testingmanual/t245.pdf
AASHTO T 209 - THEORETICAL MAXIMUM SPECIFIC GRAVITY AND
DENSITY OF ...
Conduct this procedure according to AASHTO T 209, NDDOT Modified. ...
http://www.dot.nd.gov/manuals/materials/testingmanual/t209.pdf
SPECIFIC
GRAVITY AND ABSORPTION OF - AASHTO T 85 – SPECIFIC
...
Conduct this procedure according to AASHTO T 85, NDDOT Modified. ...
http://www.dot.nd.gov/manuals/materials/testingmanual/t85.pdf
RIGID PAVEMENT DESIGN EXAMPLE (PROPOSED REVISION TO
AASHTO GUIDE ...
(PROPOSED REVISION TO AASHTO GUIDE APPENDIX I) .... positive temperature differential of 9°F [5°C], which is found to be 234 psi [1613 kPa]. ...
http://www.tfhrc.gov/pavement/ltpp/reports/96198/96198j.pdf
Asphalt
cement shall conform to the requirements of AASHTO
MP-1 ...
approximately twice its own volume of tap water at room temperature. 2. Float Test: AASHTO T 50, except. (a) Delete Section 3.2 and substitute Section 8.7 ...
http://www.chattanooga.gov/67_bituminous_materials.pdf
FHWA 1641 - WORKSHEET FOR SUPERPAVE ASPHALT CONCRETE MIX DESIGN
...
Job Mix. AASHTO R 35. 1. Number of gyrations (Nint,/ Ndes,/ Nmax). 10. Specific gravity of binder (Gb). 11. Recommended plant mixing temperature, ...
http://www.wfl.fhwa.dot.gov/resources/construction/forms/documents/1641_02-07.pdf
FHWA 1607 - Worksheet for a HVEEM Mix Design
AASHTO T 246
Job Mix. Target Value. Specification. Range %. Gradation Designation: 10 ...
http://www.wfl.fhwa.dot.gov/resources/construction/forms/documents/1607_02-07.pdf
WORKSHEET FOR A MARSHALL MIX DESIGN AASHTO T
245
Specification. Range %. Gradation Designation: 11. Dust-to-Binder ratio (DP ...
http://www.wfl.fhwa.dot.gov/resources/construction/forms/documents/1622_02-07.pdf
1 Week 2:
Steel
tension components of flexural members shall meet the Charpy V-notch requirements of AASHTO M 270 temperature zone 2. All AASHTO M 270 material used ...
http://www.chem.tamu.edu/class/majors/chem470/Steel.pdf
AASHTO 62-03 - Dynamic Modulus Overview.qxd
Load cell and deformation transducers in a triaxial cell and temperature chamber for the 9-19 and 9-29 procedures. The AASHTO 62-03 procedure require a load ...
http://www.interlaken.com/legacysite/pdf/Asphalt%20Dynamic%20Modulus%20Overview.pdf
AASHTO
T 209, Theoretical Maximum Specific Gravity and - SIEVE
...
Obtain samples in accordance with the FOP for AASHTO T 168 and reduce according to .... AASHTO T 209. Table 2. Temperature Correction Factor ...
http://www.waqtc.org/library/documents/asphalt/t209.pdf
AASHTO
T 329, Moisture Content of Hot Mix - SIEVE ANALYSIS OF FINE
...
The test sample shall be obtained in accordance with the FOP for AASHTO T ...
http://www.waqtc.org/library/documents/asphalt/t329.pdf
Layout 2
new high temperature binder test and specification using the Multiple Stress Creep. Recovery (MSCR) test.The MSCR test replaces the existing AASHTO M320 ...
http://www.asphaltinstitute.org/Upload/MSCR_Implementation_Guidance_1058794596_542010142630.pdf
Laboratory Mixing and Compaction Temperatures - ASPHALT
INSTITUTE
requirements of AASHTO MP1, the rotational viscosity is determined at 135°C ...
http://www.asphaltinstitute.org/public/engineering/PDFs/Superpave/Lab_Mixing_Compaction_Temps.pdf
Emulsified
Asphalt Storage, Handling, & Sampling
Tests on Residue from Pressure Aging Vessel (AASHTO PP1). PAV Aging Temperature, °C (AASHTO PP1). 100. Dynamic Shear, 31°C, G*sin delta, kPa, Max. ...
http://www.modifiedasphalt.org/papers/specs%20fail.pdf
Proposed Pilot Specifications for Open-Graded Friction Course
(OGFC)
Sep 17, 2010 ... Asphalt Pavement Analyzer -. AASHTO TP 63 at the standard PG high temperature for the project location. Average rut dept for 6 specimens ...
http://www.tsp2.org/files_tsp2/content/Proposed%20%20Specifications%20for%20Kraton%20THLT%20with%20RAP%2009-16-10.pdf
Determining
the Asphalt Binder Content of Hot Mix - 1WSDOT FOP for
...
This FOP is based on AASHTO T 308-05 and has been modified per WSDOT .... 8.2 Oven dry the HMA sample to a constant mass at a temperature of 105 + 5°C (221 ...
http://pavementinteractive.org/images/8/87/T308.pdf
WSDOT FOP for
AASHTO T 209 Theoretical Maximum Specific Gravity
...
If the test temperature differs significantly from 77°F (25°C), correct for ...
http://pavementinteractive.org/images/e/ea/T209.pdf
Standard
Specifications for Transportation Materials and Methods
...
AASHTO staff sincerely apologizes for any inconvenience. ... temperature or slightly above. Because of physical hardening, conditioning time must be ...
http://downloads.transportation.org/HM-25-E2.pdf
Warm Mix Asphalt
Asphalt mixture laid at low temperature. • Better compactability ...
http://construction.transportation.org/Documents/Newcomb-WarmMixAsphalt.pdf
Designation: D
6521 – 00
temperature control will also follow the AASHTO T315 (ASTM D 7175-05) requirements. 6.3 Test protocol: The test is run at the selected temperature using a ...
http://www.pccas.org/documents/2005_09_mscr.pdf
Material Test Framework for Warm Mix Asphalt Trials A number of
...
vi) Low Temperature Cracking – comparisons can be made between the low temperature cracking potential using the IDT test (AASHTO T322). ...
http://www.warmmixasphalt.com/submissions/2_20071125_Material_Test_Framework_for_WMA_Trials_Dec2006.pdf
Laboratory Qualification Requirements - Tennessee Department of
...
AASHTO M-92. Worn and torn screens need to be repaired or discarded. Ovens. SS 106.06. AASHTO Test. Methods. Oven must maintain constant temperature of ą9 ...
http://www.tdot.state.tn.us/materials/fieldops/sop/1-4%20Lab%20Qualifications%2011-07-02.pdf
Changes in the New AASHTO Guide Specifications for
Seismic ...
new AASHTO Guide Specifications. To assess the effect of frictional heating, an analytic solution was derived to predict the temperature ...
http://mceer.buffalo.edu/publications/resaccom/99-sp01/ch11const.pdf
How will the new
AASHTO T336-09 CTE Test Method Impact You?
change over a temperature change after the specimen achieves thermal equilibrium . Both TP 60 (or the new AASHTO T 336-09) and the Texas Method can be ...
http://docs.trb.org/prp/10-1631.pdf
Aging
- Loss-On-Heat Method - LOH 4 (semi-automatic)
digital display of temperature with a 1°C resolution ... LOH - Loss in Mass ( Loss-On-Heat): ASTM D 6 (AASHTO T 47) - JIS K2207 ...
http://www.petrotest.com/petrotest_product_10-0117_LOH_en.pdf
BITUMINOUS MATERIALS. (REV 10-20-10) SUBARTICLE 916-1.1 (of the
...
The mass loss AASHTO T 240 shall be a maximum of 0.5% for all grades. 2. The intermediate test temperature at 10 rad/s. for the Dynamic Shear ...
ftp://ftp.dot.state.fl.us/LTS/CO/Specifications/Developmental/Dev916-PG82-22.pdf
Validation of Stresses Caused by Thermal Gradients in Segmental
...
AASHTO - Negative gradient. Positive * -0.3. Self-equilibrating Thermal ...
http://www.dot.state.fl.us/structures/DesignConf2006/Presentations/session63/Final-63Mahama.pdf
MODIFICATION
OF AASHTO TESTING PROCEDURES - NCDOT: Home
Delete use of AASHTO T146 - Wet Preparation of Disturbed Soil ... temperature of the bath, the graduate shall be removed and its contents ...
http://www.ncdot.org/doh/operations/materials/pdf/ncdotmod.pdf
S-1 (2360) HOT MIXED ASPHALT - POROUS PAVEMENT
Conduct draindown test (AASHTO T305 or ASTM D6390) on loose mix at a temperature 15oC higher than anticipated production temperature. Compact mix using 50 ...
http://www.dot.state.mn.us/materials/bituminousdocs/Special_Provisions/2009/Porous%20Pavement/Porous_PVMT.pdf
Jan
3, 2005 LAB MANUAL 1207.0 1207 LIGHTWEIGHT PIECES IN
...
D. Oven - Capable of maintaining a temperature of 110 ± 5 °C (230 ± 9 °F). E ...
http://www.dot.state.mn.us/materials/manuals/laboratory/1207.pdf
SUPERSEAL 444/777
Maximum Heating Temperature. 290°F (143°C). Note (1): Not required for D3406 or AASHTO M282. INSTALLATION. The unit weight of Superseal 444/777 is 10.1 ...
http://www.crafco.com/PDF%20Files/Product%20Data%20Sheets/34651_superseal_444777_seal.pdf
ROADSAVER 201
temperature performance limits are 64-28 for crack sealing and 64- ...
http://www.crafco.com/PDF%20Files/Product%20Data%20Sheets/34201_roadsaver_sealant.pdf
Effects of Temperature Variations on Precast,
Prestressed Concrete ...
AASHTO temperature profiles for Zone 1. In this figure, tensile stress is positive and the temperature rise in the bottom flange is ...
http://faculty.washington.edu/eberhard/publications/barr-stanton-eberhard_march_05_QBE000186.pdf
Bending Beam Rheometer
verification to comply with the latest ASTM/AASHTO specifications. Features increased analysis and reporting, including data on temperature and the quality ...
http://www.atspa.com/bbr_r2.pdf
Testing Wisconsin Asphalt Mixtures for the AASHTO
M-EPDG
AASHTO M-EPDG. R. Christopher Williams. Christopher J. Robinette .... Does high temperature dynamic modulus affect the statistical response of flow number? ...
http://www.wispave.org/downloads/2008_Conf_Wisconsin_MEPDG_Testing_Williams.pdf
GDT 119
AASHTO: T-179—Effect of Heat and Air on Asphalt Materials (Thin-Film ... bottom of the bath and erupts violently at a temperature of about 350 °F (177 °C). ...
http://www.dot.state.ga.us/doingbusiness/TheSource/gdt/gdt119.pdf
Testing technique to maintain asphalt concrete within the visco
...
to make sure that testing is performed within the linear visco-elastic zone. These ranges are given in Table 1 (AASHTO, 2003). Temperature ...
http://www.nrc-cnrc.gc.ca/obj/irc/doc/pubs/nrcc49716/nrcc49716.pdf
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