Summary for Test 2019-07-01-19-4

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 213826
DEA: 023H1704
EFIS: 0217000066
DIST-CO-RTE-PM02-MOD-299-Var
Award Date02/21/2019
Closeout Date11/01/2020
Work DescriptionCOLD IN-PLACE RECYCLING COVERED WITH HMA, GUARDRAIL, STRIPING.
Location DescriptionMODOC COUNTY IN AND NEAR ALTURAS AT VARIOUS LOCATIONS FROM 0.3 MILE EAST OF ROCK CREEK BRIDGE TO PATTERSON STREET
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date07/01/2019 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 testing07/02/2019
Sample typeVerification A brief description of the sample1/2-inch Type A HMA (PG 64-28 M), 1.1 Lime, 10 RAP
The quantity of what the sample constitutesJMF 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 identificationD77968 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA Transportation Laboratory (TL) Number768941
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 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2019-07-01-19
DIME Test ID: 2019-07-01-19-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
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: 2020-04-24

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/04/2019
Bulk Specific Gravity: 2.315
Bulk Specific Gravity 2: 2.320
Bulk Specific Gravity 3: 2.313
Theoretical Maximum Specific Gravity: 2.442
Percent Air Voids: 5.2 %
Percent Air Voids 2: 5.0
Percent Air Voids 3: 5.3
Percent Air Voids Average: 5.2
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/24/2020