Sample Record

Owner Lab

  • CT D02 - North Region Materials Lab

DIME Sample ID 2021-06-03-26

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215424
DEA: 024G4404
EFIS: 0214000013
DIST-CO-RTE-PM02-SIS-3-38.0/38.6
Award Date03/22/2021
Closeout DateNot set
Work DescriptionBRIDGE REPLACEMENT
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD
QA Service Level1 (Verified on 01/19/2021)

Sample Information

Sample Taken Date06/03/2021 Sample Unique Key26
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 testing06/03/2021
Sample typeAcceptance A brief description of the sampleTreated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byD. Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78822 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis Inc, Northstate Asphalt, Redding CA Transportation Laboratory (TL) Number779365
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-03-26-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Darrell ValasekCT D02 - North Region Materials Lab06/03/2021Darrell Valasek
Yes
08/31/2021
2021-06-03-26-2AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)Terry McCormickCT D02 - North Region Materials Lab06/04/2021Darrell Valasek
Yes
08/31/2021
2021-06-03-26-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Terry McCormickCT D02 - North Region Materials Lab06/03/2021Darrell Valasek
Yes
08/31/2021
2021-06-03-26-4AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Terry McCormickCT D02 - North Region Materials Lab06/10/2021Darrell Valasek
Yes
08/31/2021
2021-06-03-26-5AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Darrell ValasekCT D02 - North Region Materials Lab06/07/2021Ward Jenkins
Yes
08/31/2021VMA = 14.5%, VFA = 71.8%, DP = 1.2
2021-06-03-26-6AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)Dennis HickeyCT D02 - North Region Materials Lab06/08/2021Ward Jenkins
Yes
08/31/2021CT 389 was performed. Air voids in A1 (upper left SGC specimen) were 7.7%, target was 7.0 ± 0.5%.