DIME » All Projects » Project - DEA: 021K9004 » Sample 2025-10-20-38 » Sample Details

Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-10-20-38

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Project Information

Project IdentifiersProject ID: 1001783
DEA: 021K9004
EFIS: 0225000010
DIST-CO-RTE-PM02-TEH-36-
Award DateNot set
Closeout DateNot set
Work DescriptionD2 Park Fire DO
Location DescriptionVarious Locations
QA Service Level1 (Verified on 10/22/2025)

Sample Information

Sample Taken Date10/20/2025 Sample Unique Key38
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 testing10/20/2025
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWhite
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD80098 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number858149
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number
Binder content (%)5.3 Virgin binder PG PG 58-34M
Design binder PG PG 64-28M Binder SupplierValero (Benicia, CA)
RAP content (%)24 WMA AdditivesNo
Antistrip typeLime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-10-20-38-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Josh Ferency, CT D02 - Redding Northern Regional Laboratory10/21/202511/05/2025
Yes
11/10/2025Gmm=2.539Public - Test Data Visible
2025-10-20-38-2AASHTO 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)Dacota Mei , CT D02 - Redding Northern Regional Laboratory11/04/202511/05/2025
Yes
11/10/2025Pb=4.94%, TV=5.25%Public - Test Data Visible
2025-10-20-38-3AASHTO 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 Laboratory10/23/202511/05/2025
Yes
11/10/2025Gmb=2.445Public - Test Data Visible
2025-10-20-38-4AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Josh Ferency, CT D02 - Redding Northern Regional Laboratory10/23/202511/05/2025
Yes
11/10/2025Pa=3.7%Public - Test Data Visible
2025-10-20-38-5AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Josh Ferency, CT D02 - Redding Northern Regional Laboratory11/05/202511/05/2025
Yes
11/10/2025S1=141 psi, S2=129 psi, TSR=92%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-10-20-38-1 AASHTO T209-22 (Verified)
DIME Test ID: 2025-10-20-38-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-10-20-38-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-10-20-38-4 AASHTO T269-14 (Verified)
DIME Test ID: 2025-10-20-38-5 AASHTO T283-14 (Verified)