Summary for Test 2020-07-23-34-5

Test performed: AASHTO T308-10

Project Information

Project IdentifiersProject ID: 214805
DEA: 044Q1604
EFIS: 0419000353
DIST-CO-RTE-PM04-CC-4-R32.7/R34.0
Award Date05/04/2020
Closeout Date09/25/2020
Work DescriptionCOLD PLANE AC PAVEMENT AND OVERLAY WITH RUBBERIZED HOT MIX ASPHALT.
Location DescriptionCONTRA COSTA COUNTY IN ANTIOCH AND BRENTWOOD FROM 0.2 MILE WEST OF LONE TREE WAY UNDERCROSSING TO SAND CREEK BRIDGE
QA Service Level1 (Verified on 05/19/2020)

Sample Information

Sample Taken Date07/23/2020 Sample Unique Key34
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testingNot set
Sample typeVerification A brief description of the sample3/4 RHMA-G
The quantity of what the sample constitutes25 Boxes-Hot Mix Asphalt From where was the sample collectedSource
First name of sampler or witnessed byCTInspectorIArechiga Last name of sampler or witnessed byCTInspectorIArechiga
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Materials Vernalis Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

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

Test Details

DIME Sample ID: 2020-07-23-34
DIME Test ID: 2020-07-23-34-5
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Test Release Date: 2020-08-05

Test Results


Input Type: Measured
Tester's full name: Randy Cortez
Date of test: 07/30/2020
Test procedure used?: Method A
Mass of HMA prior to ignition: 2051.1 g
Mass of aggregate remaining after ignition: 1891.9 g
Correction Factor (Percent by mass of HMA Specimen): 0.48 %
Moisture Content: 0 %
Test Temperature: 899.6 F
Asphalt Binder Content: 7.28 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/5/2020