Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2025-11-03-69

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000563
DEA: 021H7104
EFIS: 0217000013
DIST-CO-RTE-PM02-SIS-3,5-L47.4,R45.5/R46.0
Award Date11/13/2024
Closeout DateNot set
Work DescriptionNEW MECHANIC SHOP AT YREKA MAINTENANCE STATION.
Location DescriptionSISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date11/03/2025 Sample Unique Key69
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 testing11/04/2025
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M) with 23.6% RAP and virgin PG 58-34M binder from Valero - Benicia
The quantity of what the sample constitutesProduction Start Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byGiuliano Last name of sampler or witnessed byGiuntoli
Title of samplerJET Telephone number of sampler
Laboratory sample identificationD80116 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number877606
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 (%)4.5 Virgin binder PG PG 58-34M
Design binder PG PG 64-28M Binder SupplierValero (Benicia, CA)
RAP content (%)24 WMA AdditivesNo
Antistrip type1% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-11-03-69-1AASHTO 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 Laboratory11/05/202511/24/2025
Yes
11/24/2025Gmm=2.584
2025-11-03-69-2AASHTO 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 Laboratory11/18/202511/24/2025
Yes
11/24/2025Pb=4.62%, TV=4.50
2025-11-03-69-3AASHTO 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 Laboratory11/06/202511/24/2025
Yes
11/24/2025Gmb=2.454
2025-11-03-69-4AASHTO 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 Laboratory11/06/202511/24/2025
Yes
11/24/2025Pa=5.0%
2025-11-03-69-5AASHTO 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 Laboratory11/19/202511/24/2025
Yes
11/24/2025S1=121 psi, S2=114 psi, TSR=94%

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-11-03-69-1 AASHTO T209-22 (Verified)
DIME Test ID: 2025-11-03-69-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-11-03-69-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-11-03-69-4 AASHTO T269-14 (Verified)
DIME Test ID: 2025-11-03-69-5 AASHTO T283-14 (Verified)