DIME » All Projects » Project - DEA: 021J75U4 » Sample 2026-07-22-84 » Sample Details

Sample Record

DIME Sample ID 2026-07-22-84

Project Information

Project IdentifiersProject ID: 1000697
DEA: 021J75U4
EFIS: 0224000092
DIST-CO-RTE-PM02-LAS-36-14.4/R16.8
Award Date01/23/2025
Closeout DateNot set
Work DescriptionPLACE HMA AND CLASS 2 AB, EXCAVATE ROADWAY, & INSTALL LIGHTING SYSTEM.
Location DescriptionLASSEN COUNTY ABOUT 9 MILES WEST OF SUSANVILLE FROM 1.3 MILES WEST TO 1.2 MILES EAST OF WILLARD CREEK ROAD
QA Service Level1 (Verified on 10/24/2024)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date07/22/2026 Sample Unique Key84
Date that the sample was received by the laboratory/organization performing the testing07/22/2026 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28) with 22.0% RAP and virgin PG 58-34 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 byDawn
Last name of sampler or witnessed bySloatermen Title of sampler
Telephone number of sampler Laboratory sample identificationD80302
Linked DIME Sample ID The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
Transportation Laboratory (TL) Number845878 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 (%)5.7 Virgin binder PGPG 64-28
Design binder PG Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)22 WMA Additives
Antistrip type1.0% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-07-22-84-1AASHTO 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 Laboratory07/23/202609/03/2026
Yes
09/03/2026Gmm=2.473Public - Test Data Visible
2026-07-22-84-3AASHTO 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 Laboratory07/24/202609/03/2026
Yes
09/03/2026Gmb=2.375Public - Test Data Visible
2026-07-22-84-4AASHTO 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 Laboratory07/24/202609/03/2026
Yes
09/03/2026AASHTO T 269: Pa=4.0% Allowed tolerance for air voids is 2.5 ā€“ 5.5%Public - Test Data Visible
2026-07-22-84-5AASHTO 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 Laboratory08/19/202609/03/2026
Yes
09/03/2026Sā‚=172 psi, Sā‚‚=160 psi, TSR=93%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2026-07-22-84-1 AASHTO T209-12 (Verified)
DIME Test ID: 2026-07-22-84-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2026-07-22-84-4 AASHTO T269-14 (Verified)
DIME Test ID: 2026-07-22-84-5 AASHTO T283-14 (Verified)