Summary for Test 2021-11-11-25-4

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 215601
DEA: 024H3404
EFIS: 0218000109
DIST-CO-RTE-PM02-TRI-299-5.2/5.7
Award Date05/14/2021
Closeout Date05/02/2022
Work DescriptionINSTALL LEFT TURN LANE.
Location DescriptionTRINITY COUNTY NEAR SALYER FROM 0.3 MILE WEST OF DENNY ROAD TO 0.2 MILE WEST OF PONY BAR CREEK BRIDGE
QA Service Level1 (Verified on 03/29/2021)

Sample Information

Sample Taken Date11/11/2021 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 testing11/13/2021
Sample typeAcceptance A brief description of the sampleLime Treated 1/2-Inch Type A HMA (PG 64-28 M) with binder from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMercer Fraser QC Last name of sampler or witnessed byMercer Fraser QC
Title of samplerQC Telephone number of sampler
Laboratory sample identificationD78976 Linked DIME Sample ID
The fabricator/manufacturer/facility nameMercer-Fraser - Willow Creek Plant - Willow Creek, CA Transportation Laboratory (TL) Number695660
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 Design ID

Test Details

DIME Sample ID: 2021-11-11-25
DIME Test ID: 2021-11-11-25-4
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: 2021-12-02

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 11/15/2021
Bulk Specific Gravity: 2.481
Bulk Specific Gravity 2: 2.480
Bulk Specific Gravity 3: 2.477
Theoretical Maximum Specific Gravity: 2.633
Percent Air Voids: 5.8 %
Percent Air Voids 2: 5.8 %
Percent Air Voids 3: 5.9 %
Percent Air Voids Average:5.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/2/2021