Sample Record

Owner Labs

  • CT D02 - Redding Northern Regional Laboratory
  • CT HQ - Sacramento Materials Management Branch Field Office

DIME Sample ID 2025-05-14-65

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1000636
DEA: 024H03U4
EFIS: 0224000026
DIST-CO-RTE-PM02-PLU-89-12.9/20.0,20.6/21.0
Award Date12/20/2024
Closeout DateNot set
Work DescriptionHMA OVERLAY.
Location DescriptionPLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
QA Service Level1 (Verified on 09/24/2024)

Sample Information

Sample Taken Date05/14/2025 Sample Unique Key65
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 testing05/14/2025
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
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 samplerTET Telephone number of sampler
Laboratory sample identificationD79879 Linked DIME Sample ID
The fabricator/manufacturer/facility nameHat Creek Construction and Materials - Ward Lake Pit - Litchfield, CA Transportation Laboratory (TL) Number857977
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 (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-05-14-65-1AASHTO 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 Laboratory05/15/202506/12/2025
Yes
06/12/2025Gmm=2.467Public - Test Data Visible
2025-05-14-65-2AASHTO 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 Laboratory06/12/202506/12/2025
Yes
06/12/2025Pb=5.43%Public - Test Data Visible
2025-05-14-65-3AASHTO 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 Laboratory05/20/202506/12/2025
Yes
06/12/2025Gmb=2.337Public - Test Data Visible
2025-05-14-65-4THIS TEST HAS BEEN SUPERSEDED.
AASHTO 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 Laboratory05/20/202506/12/2025
Yes
06/12/2025THIS TEST HAS BEEN SUPERSEDED.
Pa=5.3%
Public - Test Data Visible
2025-05-14-65-5AASHTO 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 Laboratory05/30/202506/12/2025
Yes
06/12/2025S1=104 psi, S2=94 psi, TSR=91%Public - Test Data Visible
2025-05-14-65-6CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltDennis Hickey, CT D02 - Redding Northern Regional Laboratory05/28/202506/24/2025
Yes
06/24/2025CT 360: SA=0.3g/cm²; CT 389: Nf>15000, SIP>15000, Public - Test Data Visible
2025-05-14-65-7AASHTO 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 Laboratory06/19/202506/19/2025
Yes
06/24/2025AASHTO T 269: Pa=5.3%; MS-2: VMA=15.0%, VFA=64.9%, DP=1.5Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
D79879, 857977, 02-4H03U3, TSRpdf06/19/2025   Info

Test File Attachments


DIME Test ID: 2025-05-14-65-1 AASHTO T209-12 (Verified)
DIME Test ID: 2025-05-14-65-2 AASHTO T308-10 (Verified)
DIME Test ID: 2025-05-14-65-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2025-05-14-65-4 AASHTO T269-14 (Verified)
DIME Test ID: 2025-05-14-65-5 AASHTO T283-14 (Verified)
DIME Test ID: 2025-05-14-65-6 CTM 389-19 (Verified)
File NameExtensionDate UploadedTest IDActions
D79879, 857977, 02-4H03U3, HWTpdf06/24/20252025-05-14-65-6   Info

DIME Test ID: 2025-05-14-65-7 AASHTO T269-14 (Verified)