Sample Record

Owner Lab

  • CT D02 - North Region Materials Lab

DIME Sample ID 2021-06-02-15

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215245
DEA: 021J4504
EFIS: 0220000080
DIST-CO-RTE-PM02-SIS-89-14.0/19.0
Award Date12/08/2020
Closeout Date09/27/2021
Work DescriptionPLACE HMA (TYPE A).
Location DescriptionSISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE
QA Service Level1 (Verified on 10/23/2020)

Sample Information

Sample Taken Date06/02/2021 Sample Unique Key15
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 testing06/02/2021
Sample typeAcceptance A brief description of the sample3/8 Type A HMA 25 RAP PG 58 34m Valero Benecia
The quantity of what the sample constitutesPSE 16 boxs From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed by.
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78818 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction, Fawndale Rock and Asphalt, Redding, CA Transportation Laboratory (TL) Number858981
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 Grading3/8 inch Lot numberUnknown
Sublot numberUnknown HMA Design ID

Submitted Tests

DIME Test IDTest MethodTester NameTesting LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-02-15-1AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Colt SweenyCT D02 - North Region Materials Lab06/02/2021Darrell Valasek
Yes
08/20/2021
2021-06-02-15-2AASHTO 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 - North Region Materials Lab06/02/2021Darrell Valasek
Yes
08/20/2021
2021-06-02-15-3AASHTO 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 - North Region Materials Lab06/07/2021Darrell Valasek
Yes
08/20/2021
2021-06-02-15-4AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Terry McCormickCT D02 - North Region Materials Lab06/09/2021Darrell Valasek
Yes
08/20/2021
2021-06-02-15-5AASHTO 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 Lab06/03/2021Ward Jenkins
Yes
08/20/2021VMA = 17.5%, VFA = 71.9%, DP = 0.8
2021-06-02-15-6AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)Dennis HickeyCT D02 - North Region Materials Lab06/07/2021Ward Jenkins
Yes
08/20/2021CT 389 required by special provision. Air voids in SGC specimens used were 7 ± 1.