Summary for Test 2020-04-15-19-3

Test performed: AASHTO T312-14

Project Information

Project IdentifiersProject ID: 214322
DEA: 021H74U4
EFIS: 0218000043
DIST-CO-RTE-PM02-TEH-36-87.8/89.1
Award Date10/11/2019
Closeout Date09/23/2020
Work DescriptionCURVE REALIGNMENT AND EXTENDING THE TRUCK CLIMBING LANE.
Location DescriptionTEHAMA COUNTY NEAR MINERAL FROM 0.1 MILE TO 1.5 MILES EAST OF ROUTE 89
QA Service Level1 (Verified on 09/16/2019)

Sample Information

Sample Taken Date04/15/2020 Sample Unique Key19
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 testing04/15/2020
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (PG 64-28 M), 15.0 RAP, 1.0 Lime
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD78384 Linked DIME Sample ID
The fabricator/manufacturer/facility nameOrland Plant Transportation Laboratory (TL) Number853429
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: 2020-04-15-19
DIME Test ID: 2020-04-15-19-3
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: 2020-06-08

Test Results


HMA Type: Type A HMA
Is this test used for JMF verification:
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/20/2020
Start time of test (military time): 1121
Specimen identification: 2042001
Percent Binder Content: 4.8 %
Average diameter of the mold: 150 mm
Height of the extruded specimen (Hm): 115.0 mm
Mass of the specimen: 4871.6 g
Maximum Specific Gravity (Gmm): 2.550
Bulk Specific Gravity (Gmb): 2.481
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): 84.7 %
Uncorrected relative density (Gmmu85): 92.8 %
Uncorrected relative density (Gmmu130): 94.1 %
Air Voids (AV8): 12.4 %
Air Voids (AV85): 4.0 %
Air Voids (AV130): 2.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/8/2020