DIME » All Projects » Project - DEA: 021H1104 » Sample 2021-06-17-41 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-06-17-41

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Project Information

Project IdentifiersProject ID: 212777
DEA: 021H1104
EFIS: 0215000106
DIST-CO-RTE-PM02-LAS-299-25.58/25.58
Award Date12/04/2019
Closeout Date08/14/2023
Work DescriptionBUILDING WORK.
Location DescriptionLASSEN COUNTY ABOUT 11 MILES EAST OF BIEBER AT THE ADIN MAINTENANCE STATION
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date06/17/2021 Sample Unique Key41
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 testing06/21/2021
Sample typeDepartment Acceptance A brief description of the sampleLime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byEmilio Last name of sampler or witnessed byChavez
Title of sampler Telephone number of sampler
Laboratory sample identificationD78846 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving, Alturas, CA Transportation Laboratory (TL) Number766442
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 Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-17-41-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/21/2021Darrell Valasek
Yes
01/14/2022
2021-06-17-41-2AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)Terry McCormick, CT D02 - Redding Northern Regional Laboratory06/21/2021Darrell Valasek
Yes
01/14/2022
2021-06-17-41-3AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Terry McCormick, CT D02 - Redding Northern Regional Laboratory06/29/2021Darrell Valasek
Yes
01/14/2022
2021-06-17-41-4AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/21/2021Darrell Valasek
Yes
01/14/2022
2021-06-17-41-5AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/22/2021Ward Jenkins
Yes
01/14/2022VMA = 19.1%, VFA = 64.1 %, DP = 0.9
2021-06-17-41-6AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/23/2021Ward Jenkins
Yes
01/14/2022 The air voids of the four specimens ranged from 7.8 to 8.0% and had heights ranging from 60.4 to 60.8 mm after 250 gyrations.

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2021-06-17-41-1 AASHTO T209-12 (Verified)
DIME Test ID: 2021-06-17-41-2 AASHTO T308-10 (Verified)
DIME Test ID: 2021-06-17-41-3 AASHTO T283-14 (Verified)
DIME Test ID: 2021-06-17-41-4 AASHTO T275-07r12 (Verified)
DIME Test ID: 2021-06-17-41-5 AASHTO T269-14 (Verified)
DIME Test ID: 2021-06-17-41-6 AASHTO T324-14 (Verified)