Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-03-04-28

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 213700
DEA: 020H9004
EFIS: 0215000077
DIST-CO-RTE-PM02-BUT-70-41.9/42.3
Award Date05/07/2020
Closeout Date11/01/2021
Work DescriptionREMOVE CULVERTS AND CONSTRUCT BRIDGE
Location DescriptionBUTTE COUNTY NEAR PULGA FROM 2.5 MILES WEST OF PENSTOCK UNDERCROSSING TO 2.1 MILES WEST OF PENSTOCK UNDERCROSSING
QA Service Level1 (Verified on 01/03/2019)

Sample Information

Sample Taken Date03/04/2021 Sample Unique Key28
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 testing03/05/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) w/ 15.0 RAP
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byMonte Last name of sampler or witnessed bySpencer
Title of sampler Telephone number of sampler
Laboratory sample identificationD78751 Linked DIME Sample ID
The fabricator/manufacturer/facility nameKnife River Construction - Orland Plant Transportation Laboratory (TL) Number896988
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 number
Sublot number HMA Design ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-03-04-28-1AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)Colt SweenyCT D02 - Redding Northern Regional Laboratory03/08/2021Ward Jenkins
Yes
04/26/2021
2021-03-04-28-2AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Darrell ValasekCT D02 - Redding Northern Regional Laboratory03/08/2021Ward Jenkins
Yes
04/26/2021
2021-03-04-28-3AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)Darrell ValasekCT D02 - Redding Northern Regional Laboratory03/08/2021Ward Jenkins
Yes
04/26/2021
2021-03-04-28-4AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Darrell ValasekCT D02 - Redding Northern Regional Laboratory03/08/2021Ward Jenkins
Yes
04/26/2021
2021-03-04-28-5AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Darrell ValasekCT D02 - Redding Northern Regional Laboratory03/09/2021Ward Jenkins
Yes
04/26/2021VMA = 14.4%, DP = 0.8
2021-03-04-28-6AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Darrell ValasekCT D02 - Redding Northern Regional Laboratory03/12/2021Ward Jenkins
Yes
04/26/2021
2021-03-04-28-7AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)Dennis HickeyCT D02 - Redding Northern Regional Laboratory03/10/2021Ward Jenkins
Yes
04/26/2021

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2021-03-04-28-1 AASHTO T308-10 (Verified)
DIME Test ID: 2021-03-04-28-2 AASHTO T209-12 (Verified)
DIME Test ID: 2021-03-04-28-3 AASHTO T312-14 (Verified)
DIME Test ID: 2021-03-04-28-4 AASHTO T275-07r12 (Verified)
DIME Test ID: 2021-03-04-28-5 AASHTO T269-14 (Verified)
DIME Test ID: 2021-03-04-28-6 AASHTO T283-14 (Verified)
DIME Test ID: 2021-03-04-28-7 AASHTO T324-14 (Verified)