Summary for Test 2020-05-07-25-5

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 214589
DEA: 020J1604
DIST-CO-RTE-PM02-PLU-284-0.0/8.3
Award Date02/11/2020
Closeout Date10/06/2020
Work DescriptionPLACE HMA (TYPE A), PRECOATED AGGREGATE (SEAL COAT), HMA (LEVELING).
Location DescriptionPLUMAS COUNTY NEAR CHILCOOT FROM ROUTE 70 TO 1 MILE NORTH OF LITTLE LAST CHANCE CREEK BRIDGE NUMBER 09-0072
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date05/07/2020 Sample Unique Key25
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 testing05/08/2020
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (eq. PG 64-28 M), 25.0 RAP, 1.0 Lime
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJimmy Last name of sampler or witnessed byMontana
Title of sampler Telephone number of sampler
Laboratory sample identificationD78422 Linked DIME Sample ID
The fabricator/manufacturer/facility nameWard Lake Plant, Litchfield, CA Transportation Laboratory (TL) Number733189
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 Grading1/2 inch Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-149

Test Details

DIME Sample ID: 2020-05-07-25
DIME Test ID: 2020-05-07-25-5
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Test Release Date: 2020-06-29

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 05/12/2020
Bulk Specific Gravity: 2.322
Bulk Specific Gravity 2: 2.321
Bulk Specific Gravity 3: 2.319
Theoretical Maximum Specific Gravity: 2.393
Percent Air Voids: 3.0 %
Percent Air Voids 2: 3.0
Percent Air Voids 3: 3.1
Percent Air Voids Average:3.0
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/29/2020