DIME » All Projects » Project - DEA: 022J4504 » Sample 2022-08-17-55 » Sample Details

Sample Record

DIME Sample ID 2022-08-17-55

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Project Information

Project IdentifiersProject ID: 993697
DEA: 022J4504
DIST-CO-RTE-PM02-TEH-36-56.0/R60.5
Award Date06/09/2022
Closeout Date10/06/2022
Work DescriptionPLACE HMA (TYPE A) AND REPLACE AC SURFACING.
Location DescriptionTEHAMA COUNTY ABOUT 13 MILES EAST OF RED BLUFF FROM 0.7 MILE EAST OF MANTON ROAD TO 2.4 MILES EAST OF PAYNES CREEK BRIDGE
QA Service Level1 (Verified on 04/05/2022)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date08/17/2022 Sample Unique Key55
Date that the sample was received by the laboratory/organization performing the testing08/17/2022 Sample typeDepartment Acceptance
A brief description of the sample12 boxes of Lime Treated 3/8-inch Type A HMA with 25.0% RAP and virgin PG 58-34 M 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 byJD
Last name of sampler or witnessed byAtkinson Title of sampler
Telephone number of sampler Laboratory sample identificationD79130
Linked DIME Sample ID The fabricator/manufacturer/facility nameKnife River Construction – Orland Plant (Orland, CA)
Transportation Laboratory (TL) Number857906 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/8 inch Lot number
Sublot number HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-08-17-55-1AASHTO 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 Laboratory08/18/202208/25/2022
Yes
08/26/2022Public - Test Data Visible
2022-08-17-55-2AASHTO 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)Karen Dorado, CT D02 - Redding Northern Regional Laboratory08/17/202208/25/2022
Yes
08/26/2022Public - Test Data Visible
2022-08-17-55-3AASHTO 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 Laboratory08/18/202208/25/2022
Yes
08/26/2022Public - Test Data Visible
2022-08-17-55-4AASHTO 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 Laboratory08/18/202208/25/2022
Yes
08/26/2022VMA = 15.4%, VFA = 60.1%, DP = 1.2Public - Test Data Visible
2022-08-17-55-5AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory08/25/202208/25/2022
Yes
08/26/2022Public - Test Data Visible

Sample File Attachments

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Test File Attachments


DIME Test ID: 2022-08-17-55-1 AASHTO T209-12 (Verified)
DIME Test ID: 2022-08-17-55-2 AASHTO T308-10 (Verified)
DIME Test ID: 2022-08-17-55-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2022-08-17-55-4 AASHTO T269-14 (Verified)
DIME Test ID: 2022-08-17-55-5 AASHTO T283-14 (Verified)