Sample Record

Owner Lab

  • CT D06 - Bakersfield Field Laboratory

DIME Sample ID 2023-04-19-5

Project Information

Project IdentifiersProject ID: 215180
DEA: 060Q9204
EFIS: 0614000010
COOP: 061764
DIST-CO-RTE-PM06-KER-99-10.4/21.2
Award Date12/08/2020
Closeout DateNot set
Work DescriptionCONSTRUCT CRCP AND HMA (TYPE A) PAVEMENT.
Location DescriptionKERN COUNTY IN AND NEAR BAKERSFIELD FROM 0.4 MILE SOUTH OF OLD US 99 OVERCROSSING TO 0.1 MILE NORTH OF WHITE LANE OVERCROSSING
QA Service Level1 (Verified on 09/14/2020)

Sample Information

Sample Taken Date04/19/2023 Sample Unique Key5
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 testing04/19/2023
Sample typeAcceptance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes10 boxes HMAtype A , 2 bags of aggregate and binder From where was the sample collectedSource
First name of sampler or witnessed byPaul Last name of sampler or witnessed byKlinker
Title of samplerMaterial Tester Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGriffith Edmonston Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number1
Sublot number86 HMA Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-04-19-5-1AASHTO 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)James Watson, CT D06 - Bakersfield Field Laboratory04/19/2023Kulwinder Rai
Yes
04/20/2023L1SL86
2023-04-19-5-2AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Kulwinder Rai, CT D06 - Bakersfield Field Laboratory04/19/2023Kulwinder Rai
Yes
04/20/2023L1SL86
2023-04-19-5-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)James Watson, CT D06 - Bakersfield Field Laboratory04/20/2023Kulwinder Rai
Yes
04/20/2023L1 SL 86 Core # 86A= 93.9%, 86B= 95.2%, 86C= 93.7

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2023-04-19-5-1 AASHTO T308-10 (Verified)
File NameExtensionDate UploadedTest IDActions
06-0Q9204_37079_230419_L1SL86_T308pdf04/20/20232023-04-19-5-1   Info

DIME Test ID: 2023-04-19-5-2 AASHTO T209-22 (Verified)
File NameExtensionDate UploadedTest IDActions
06-0Q9204_37079_230419_L1SL86_T209pdf04/20/20232023-04-19-5-2   Info

DIME Test ID: 2023-04-19-5-3 AASHTO T275-07r12 (Verified)
File NameExtensionDate UploadedTest IDActions
06-0Q9204_37079_230419_L1SL87_T275pdf04/20/20232023-04-19-5-3   Info