Sample Record

Owner Lab

  • CT D03 - Olivehurst Northern Regional Laboratory

DIME Sample ID 2025-01-08-28

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994310
DEA: 034F6504
EFIS: 0314000233
DIST-CO-RTE-PM03-YOL-50,80-0.0/2.5,4.1/R11.4
Award Date04/07/2023
Closeout DateNot set
Work DescriptionCRCP, HMA (TYPE A), RDWY EXC, CLASS 2 AB, FIBER OPTIC CABLE SYSTEMS.
Location DescriptionYOLO COUNTY IN AND NEAR WEST SACRAMENTO ON ROUTE 80 FROM 1.7 MILES EAST OF MACE BOULEVARD OVERCROSSING TO SACRAMENTO RIVER BRIDGE AND OVERHEAD (BRYTE BEND) AND ON ROUTE 50 FROM ROUTE 80 JUNCTION TO JEFFERSON BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 10/04/2022)

Sample Information

Sample Taken Date01/08/2025 Sample Unique Key28
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 testing02/06/2025
Sample typeQuality Assurance A brief description of the sample2 Boxes
The quantity of what the sample constitutes3/4" HMA w/ 13% RAP From where was the sample collectedSource
First name of sampler or witnessed byDustin Last name of sampler or witnessed byKliethermes
Title of sampler Telephone number of sampler
Laboratory sample identificationDaily 25-002 Linked DIME Sample ID2025-01-08-8
The fabricator/manufacturer/facility nameTeichert Perkins 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 TypeType A HMA
HMA Grading3/4 inch Lot number4
Sublot number1 HMA Mix Number
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 TestedSubmitted ByVerified?Release DateTest CommentsActions
2025-01-08-28-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Joshua Wilson, CT D03 - Olivehurst Northern Regional Laboratory02/06/2025Joshua Wilson
Yes
02/07/2025
2025-01-08-28-2AASHTO 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)Joshua Wilson, CT D03 - Olivehurst Northern Regional Laboratory02/06/2025Joshua Wilson
Yes
02/07/2025R1 OBC 4.8%

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-01-08-28-1 AASHTO T209-22 (Verified)
DIME Test ID: 2025-01-08-28-2 AASHTO T308-10 (Verified)