Summary for Test 2020-03-19-12-3

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 Date03/19/2020 Sample Unique Key12
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 testing03/20/2020
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-10)
The quantity of what the sample constitutesJMF Renewal 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 identificationD78359 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number001696
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-03-19-12
DIME Test ID: 2020-03-19-12-3
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: 2020-04-13

Test Results


HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Ward Jenkins
Date of test: 03/23/2020
Start time of test (military time): 0849
Specimen identification: 3032301
Percent Binder Content: 4.6 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 112.2 mm
Mass of the specimen: 4696.8 g
Maximum Specific Gravity (Gmm): 2.557
Bulk Specific Gravity (Gmb): 2.455
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
Uncorrected relative density (Gmmu8): 82.8 %
Uncorrected relative density (Gmmu85): 91.5 %
Uncorrected relative density (Gmmu130): 92.7 %
Air Voids (AV8): 14.2 %
Air Voids (AV85): 5.2 %
Air Voids (AV130): 4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/13/2020