Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2026-07-14-111

Sample is locked from editing. info

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)

Sample Information

Sample Taken Date07/14/2026 Sample Unique Key111
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 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=2.603 
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% 
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=2.436 
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 – 5.5%. 
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
08/12/2026S₁=182 psi, Sā‚‚=192 psi, TSR=106% 

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)