Summary for Test 2020-04-13-15-3

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout Date08/16/2023
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date04/13/2020 Sample Unique Key15
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing05/14/2020
Sample typeDepartment Acceptance A brief description of the sample3/4-inch RHMA-G (PG 64-16) with 1.0 Lime, WMA (Water)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78382 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number897569
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-13-15
DIME Test ID: 2020-04-13-15-3
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Test Release Date: 2020-06-02

Test Results


HMA Type: RHMA-G
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/14/2020
Start time of test (military time): 1313
Specimen identification: 02041401
Percent Binder Content: 7.7 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 113.5 mm
Height of the specimen between 50 and 150 gyrations: 113.5 mm
Mass of the specimen: 4781.3 g
Maximum Specific Gravity (Gmm): 2.453
Bulk Specific Gravity (Gmb): 2.424
Unit weight of water: 1 g/cm^3
Gyration Angle: 1.16 deg
Gyration Angle: 20.2 mrad
Method used to verify gyration angle: AASHTO T 344 at room temperature
Volume of the specimen: 2004.694 cm^3
Uncorrected relative density (Gmmu50-150): 97.2 %
Relative density (Gmm50-150): 98.8 %
Air Voids (AV50-150): 1.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2020