DIME » All Projects » Project - DEA: 022J9704 » Sample 2026-07-14-111 » Sample Details

Sample Record

DIME Sample ID 2026-07-14-111

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Project Information

Project IdentifiersProject ID: 1000775
DEA: 022J9704
EFIS: 0221000154
DIST-CO-RTE-PM02-SHA-5,89-Var
Award Date02/26/2025
Closeout DateNot set
Work DescriptionBRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL.
Location DescriptionSHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE
QA Service Level1 (Verified on 12/04/2024)

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

Sample Information

Sample Taken Date07/14/2026 Sample Unique Key111
Date that the sample was received by the laboratory/organization performing the testing07/15/2026 Sample typeProduction Start-Up
A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M) The quantity of what the sample constitutesProduction Start Up Evaluation
From where was the sample collectedManufacturer First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of samplerTET
Telephone number of sampler Laboratory sample identificationD80289
Linked DIME Sample ID The fabricator/manufacturer/facility nameJF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
Transportation Laboratory (TL) Number875933 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 PGPG 58-34 M
Design binder PGPG 64-28 M Binder SupplierAlbina (Klamath Falls, OR)
RAP content (%)24 WMA AdditivesNo
Antistrip type1% Lime

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2026-07-14-111-1AASHTO 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 Laboratory07/15/202608/12/2026
Yes
08/12/2026Gmm=2.603Public - Test Data Visible
2026-07-14-111-2AASHTO 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 Laboratory07/27/202608/12/2026
Yes
08/12/2026Pb=4.71%Public - Test Data Visible
2026-07-14-111-3AASHTO 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 Laboratory07/17/202608/12/2026
Yes
08/12/2026Gmb=2.436Public - Test Data Visible
2026-07-14-111-4AASHTO 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 Laboratory07/20/202608/12/2026
Yes
08/12/2026AASHTO T 269: Pa=6.4% Allowed tolerance for air voids is 2.5 ā€“ 5.5%.Public - Test Data Visible
2026-07-14-111-5AASHTO 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 Laboratory08/12/202608/12/2026
Yes
08/12/2026Sā‚=182 psi, Sā‚‚=192 psi, TSR=106%Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2026-07-14-111-1 AASHTO T209-12 (Verified)
DIME Test ID: 2026-07-14-111-2 AASHTO T308-10 (Verified)
DIME Test ID: 2026-07-14-111-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2026-07-14-111-4 AASHTO T269-14 (Verified)
DIME Test ID: 2026-07-14-111-5 AASHTO T283-14 (Verified)