Summary for Test 2019-04-25-18-4

Test performed: AASHTO T269-14

Project Information

Project IdentifiersProject ID: 210808
DEA: 020E0904
EFIS: 0200000016
DIST-CO-RTE-PM02-SHA-5-R29.3/R31.1,R45.0/R45.8
Award Date02/03/2016
Closeout Date10/21/2020
Work DescriptionREPLACE BRIDGE, REALIGN ROADWAY AND SEISMIC RETROFIT
Location DescriptionIN SHASTA COUNTY ABT 8 MI N OF SHASTA LAKE CTY AND NEAR LAKEHEAD FRM TURNTABLE BAY O/C TO 0.1 MI N OF O'BRIEN SRRA & FRM 0.4 MI S TO 0.3 MI N OF DOG CREEK BRIDGE.
QA Service Level1 (Verified on 09/23/2015)

Sample Information

Sample Taken Date04/25/2019 Sample Unique Key18
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 testing04/25/2019
Sample typeVerification A brief description of the sample3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD77851 Linked DIME Sample ID
The fabricator/manufacturer/facility nameNorthstate Asphalt Transportation Laboratory (TL) Number001901
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 Grading3/4 inch Lot number0
Sublot number0 JMF Verification ID JMF3513-2019-63

Test Details

DIME Sample ID: 2019-04-25-18
DIME Test ID: 2019-04-25-18-4
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: 2019-05-29

Test Results


Number of tests: 3
Input Type: Measured
Tester's full name: Darrell Valasek
Date of test: 04/29/2019
Bulk Specific Gravity: 2.375
Bulk Specific Gravity 2: 2.381
Bulk Specific Gravity 3: 2.381
Theoretical Maximum Specific Gravity: 2.527
Percent Air Voids: 6.0 %
Percent Air Voids 2: 5.8 %
Percent Air Voids 3: 5.8 %
Percent Air Voids Average:5.9 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/29/2019