DIME » All Projects » Project - DEA: 020J8504 » Sample 2026-07-30-102 » Sample Details

Sample Record

DIME Sample ID 2026-07-30-102

Project Information

Project IdentifiersProject ID: 1000513
DEA: 020J8504
EFIS: 0219000168
DIST-CO-RTE-PM02-SIS-89-21/R34.622
Award Date08/05/2025
Closeout DateNot set
Work DescriptionMCCLOUD CAPM - PAVEMENT REHABILITATION
Location DescriptionIN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
QA Service Level1 (Verified on 08/12/2024)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date07/30/2026 Sample Unique Key102
Date that the sample was received by the laboratory/organization performing the testing07/30/2026 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and PG 58-22 from Albina - K-Falls, Or The quantity of what the sample constitutesProduction Start Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byJoe
Last name of sampler or witnessed byDelgado Title of samplerConsultant Tester
Telephone number of sampler Laboratory sample identificationD80321
Linked DIME Sample ID The fabricator/manufacturer/facility nameTullis Inc - Northstate Asphalt - Redding, CA
Transportation Laboratory (TL) Number846272 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 Number
Binder content (%)5.8 Virgin binder PGPG 64-16
Design binder PGPG 58-22 Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)25 WMA AdditivesNo
Antistrip type1% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-07-30-102-1AASHTO 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 Laboratory07/31/202609/08/2026
Yes
09/14/2026Gmm=2.479Public - Test Data Visible
2026-07-30-102-3AASHTO 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 Laboratory08/04/202609/08/2026
Yes
09/14/2026Gmb=2.391Public - Test Data Visible
2026-07-30-102-4AASHTO 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 Laboratory08/05/202609/08/2026
Yes
09/14/2026AASHTO T 269: Pa=3.6% Allowed tolerance for air voids is 2.5 ā€“ 5.5%Public - Test Data Visible
2026-07-30-102-5AASHTO 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 Laboratory08/28/202609/08/2026
Yes
09/14/2026Sā‚=187 psi, Sā‚‚=183 psi, TSR=98%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2026-07-30-102-1 AASHTO T209-12 (Verified)
DIME Test ID: 2026-07-30-102-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2026-07-30-102-4 AASHTO T269-14 (Verified)
DIME Test ID: 2026-07-30-102-5 AASHTO T283-14 (Verified)