Summary for Test 2021-07-15-36-5

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout DateNot set
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date07/15/2021 Sample Unique Key36
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 testing07/15/2021
Sample typeAcceptance A brief description of the sample3/4 HMA-A 23.6 RAP PG58-22 Valero
The quantity of what the sample constitutesPSE 16 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78904 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number875730
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown 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: 2021-07-15-36
DIME Test ID: 2021-07-15-36-5
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: 2021-08-09

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 07/20/2021
Bulk Specific Gravity: 2.482
Bulk Specific Gravity 2: 2.475
Bulk Specific Gravity 3: 2.483
Theoretical Maximum Specific Gravity: 2.561
Percent Air Voids: 3.1 %
Percent Air Voids 2: 3.4 %
Percent Air Voids 3: 3.0 %
Percent Air Voids Average: 3.2 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2021