DIME » All Projects » Project - DEA: 021H58U4 » Sample 2025-10-13-25 » Sample Details

Sample Record

DIME Sample ID 2025-10-13-25

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994539
DEA: 021H58U4
EFIS: 0223000059
DIST-CO-RTE-PM02-PLU-70-58.2/R78.4
Award Date06/27/2023
Closeout DateNot set
Work DescriptionRECONSTRUCT ROADWAY, HMA PAVING, DRAINAGE AND ELECTRICAL WORK.
Location DescriptionPLUMAS COUNTY AT AND NEAR CROMBERG FROM GILL RANCH ROAD TO 0.2 MILE WEST OF BIG GRIZZLY CREEK BRIDGE
QA Service Level1 (Verified on 05/08/2023)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date10/13/2025 Sample Unique Key25
Date that the sample was received by the laboratory/organization performing the testing10/15/2025 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/4-inch HMA-A PG 64-28 M from Pacific Northwest - Stockton, Ca The quantity of what the sample constitutesProduction Start Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byRiley
Last name of sampler or witnessed byMelvin Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD80087
Linked DIME Sample ID The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs
Transportation Laboratory (TL) Number972019 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 Grading3/4 inch Lot number
Sublot number HMA Mix Number
Binder content (%)4.7 Virgin binder PG PG 64-28M
Design binder PG PG 64-28M Binder SupplierPacific Northwest - Stockton, Ca
RAP content (%)15 WMA AdditivesNo
Antistrip type1% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-10-13-25-1AASHTO T209-12: 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 Laboratory10/16/202511/04/2025
Yes
11/04/2025Gmm=2.486Public - Test Data Visible
2025-10-13-25-2AASHTO 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)Sean McWithey, CT D02 - Redding Northern Regional Laboratory10/20/202511/04/2025
Yes
11/04/2025Pb=5.22%, TV=4.70Public - Test Data Visible
2025-10-13-25-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Josh Ferency, CT D02 - Redding Northern Regional Laboratory10/17/202511/04/2025
Yes
11/04/2025Gmb=2.370Public - Test Data Visible
2025-10-13-25-4AASHTO 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 Laboratory10/17/202511/04/2025
Yes
11/04/2025Pa=4.7Public - Test Data Visible
2025-10-13-25-5AASHTO 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 Laboratory10/31/202511/04/2025
Yes
11/04/2025S1=178 psi, S2=152 psi, TSR=85%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-10-13-25-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-10-13-25-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-10-13-25-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-10-13-25-4 AASHTO T269-14 (Verified)
DIME Test ID: 2025-10-13-25-5 AASHTO T283-14 (Verified)