Summary for Test 2018-07-12-17-1

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 210794
DEA: 062HT104
EFIS: 0612000287
DIST-CO-RTE-PM06-FRE-99-23.5/26.7
Award Date06/30/2016
Closeout Date09/16/2020
Work Description(Alternative Delivery) Realign Freeway CONTACT SMR PRIOR TO PERFORMING ANY TESTING OR INSPECTION. CMGC PROJECT. Realign Route 99 between Ashlan Avenue and Olive Avenue to accommodate the High Speed Train (HST).
Location DescriptionState Highway 99 in Fresno (Fresno County) from 0.2 miles North of Olive Ave over-crossing to 0.2 miles North of Ashlan Ave over-crossing.
QA Service Level1 (Verified on 10/01/2015)

Sample Information

Sample Taken Date07/12/2018 Sample Unique Key17
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 testing03/19/2019
Sample typeDispute Resolution A brief description of the sampleRHMA-G 3/4" PG64-16RB
The quantity of what the sample constitutes4 boxes From where was the sample collectedManufacturer
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byunknown
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan-Ashlan Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number6
Sublot number8 HMA Mix NumberNot set

Test Details

DIME Sample ID: 2018-07-12-17
DIME Test ID: 2018-07-12-17-1
Testing Lab: CT D08 - Fontana Southern 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: 2019-04-03

Test Results


Number of tests: 3
Input Type: Calculated
Tester's full name: David Baily
Date of test: 03/21/2019
Percent Air Voids: 2.6 %
Percent Air Voids 2: 2.3 %
Percent Air Voids 3: 2.3 %
Percent Air Voids Average: 2.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/3/2019