Summary for Test 2020-05-22-27-3

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 212866
DEA: 021H9704
EFIS: 0216000051
DIST-CO-RTE-PM02-TEH-36-12.6/13.1
Award Date11/25/2019
Closeout Date10/06/2020
Work DescriptionCURVE REALIGNMENT AND HMA PAVING.
Location DescriptionTEHAMA COUNTY ABOUT 16 MILES EAST OF PLATINA FROM 2.3 MILES EAST TO 2.8 MILES EAST OF DRY CREEK BRIDGE
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/22/2020 Sample Unique Key27
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 testing05/22/2020
Sample typeVerification A brief description of the sample1/2-inch RHMA-G (PG 64-16 CR) with 1.0 Lime
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byKaren Last name of sampler or witnessed bySpliethof
Title of sampler Telephone number of sampler
Laboratory sample identificationD78444 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt, Redding, CA Transportation Laboratory (TL) Number897706
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-05-22-27
DIME Test ID: 2020-05-22-27-3
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: 2020-07-24

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: 05/27/2020
Start time of test (military time): 1333
Specimen identification: 02052717
Percent Binder Content: 8.2 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.6 mm
Height of the specimen between 50 and 150 gyrations: 115.6 mm
Mass of the specimen: 4623.6 g
Maximum Specific Gravity (Gmm): 2.395
Bulk Specific Gravity (Gmb): 2.327
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: 2041.785 cm^3
Uncorrected relative density (Gmmu50-150): 94.6 %
Relative density (Gmm50-150): 97.2 %
Air Voids (AV50-150): 2.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 7/24/2020