Sample Record

Owner Lab

  • CT D06 - Bakersfield Field Laboratory

DIME Sample ID 2025-08-26-9

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 1001475
DEA: 061G4704
EFIS: 0623000232
DIST-CO-RTE-PM06-KER-119-19.8/20.2
Award Date06/13/2025
Closeout Date11/10/2025
Work DescriptionRemove and replace 0.25' thick of existing AC pavement and replace with 0.25' thick of HMA (Type A). Pavement delineation and traffic control will also be part of this contract.
Location DescriptionKern county on both EB and WB land and left turn pocket along SR 119 from PM 19.8 and PM 20.2.
QA Service Level1 (Verified on 08/15/2025)

Sample Information

Sample Taken Date08/26/2025 Sample Unique Key9
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 testing08/26/2025
Sample typeAcceptance A brief description of the sample3/4" HMA type A w 25% RAP
The quantity of what the sample constitutesL1SL1 From where was the sample collectedSource
First name of sampler or witnessed byneale Last name of sampler or witnessed bybrown
Title of samplerMaterials Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Solari Plant Transportation Laboratory (TL) Number
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 number1
Sublot number1 HMA Mix Number
Binder content (%)4.4 Virgin binder PG PG 64-16
Design binder PG PG 70-10 Binder Suppliersan Joaquin refinery
RAP content (%)25 WMA Additives
Antistrip typeLIme 0.8%

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-26-9-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Kulwinder S Rai, CT D06 - Bakersfield Field Laboratory08/26/202508/26/2025
Yes
08/26/2025Public - Test Data Visible
2025-08-26-9-2AASHTO 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)Neale Brown, CT D06 - Bakersfield Field Laboratory08/26/202508/26/2025
Yes
08/26/2025Public - Test Data Visible
2025-08-26-9-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Neale Brown, CT D06 - Bakersfield Field Laboratory08/28/202508/28/2025
Yes
08/28/20251B and 1C low compactionPublic - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2025-08-26-9-1 AASHTO T209-22 (Verified)
File NameExtensionDate UploadedTest IDActions
06-1G4704_37000_250826_L1SL1_T209pdf08/26/20252025-08-26-9-1   Info

DIME Test ID: 2025-08-26-9-2 AASHTO T308-10 (Verified)
File NameExtensionDate UploadedTest IDActions
06-1G4704_37000_250826_T308_L1SL1pdf08/26/20252025-08-26-9-2   Info

DIME Test ID: 2025-08-26-9-3 AASHTO T275-07r12 (Verified)
File NameExtensionDate UploadedTest IDActions
06-1G4704_370xx_250828_L1SL1to3_T275pdf08/28/20252025-08-26-9-3   Info