Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-06-14-37

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215250
DEA: 021J4404
EFIS: 0220000079
DIST-CO-RTE-PM02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Award Date12/14/2020
Closeout Date09/27/2021
Work DescriptionASPHALT RUBBER CHIP SEAL.
Location DescriptionMODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date06/14/2021 Sample Unique Key37
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 testing06/15/2021
Sample typeDepartment Acceptance A brief description of the sample16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 10.0% RAP and virgin PG 64-28 M binder from Albina - Klamath Falls
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78843 Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving – Alturas Plant (Alturas, CA) Transportation Laboratory (TL) Number853346
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure nameNot Applicable

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-14-37-1AASHTO 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)Karen Dorado, CT D02 - Redding Northern Regional Laboratory06/17/2021Darrell Valasek
Yes
01/06/2022
2021-06-14-37-2AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/15/2021Darrell Valasek
Yes
01/06/2022
2021-06-14-37-3AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/16/2021Darrell Valasek
Yes
01/06/2022
2021-06-14-37-4AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Terry McCormick, CT D02 - Redding Northern Regional Laboratory06/23/2021Darrell Valasek
Yes
01/06/2022The void contents of some of the specimens were too low. The test was not rerun due to the presence of several other failing test results.
2021-06-14-37-5AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/16/2021Ward Jenkins
Yes
01/06/2022VMA = 19.1%, VFA = 62.5%, DP = 1.2
2021-06-14-37-6CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltColt Sweeny, CT D02 - Redding Northern Regional Laboratory06/21/2021Ward Jenkins
Yes
01/06/2022The air voids of the four specimens ranged from 7.5 to 8.0% and had heights ranging from 60.0 to 60.6 mm after 250 gyrations.

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2021-06-14-37-1 AASHTO T308-10 (Verified)
DIME Test ID: 2021-06-14-37-2 AASHTO T209-12 (Verified)
DIME Test ID: 2021-06-14-37-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2021-06-14-37-4 AASHTO T283-14 (Verified)
DIME Test ID: 2021-06-14-37-5 AASHTO T269-14 (Verified)
DIME Test ID: 2021-06-14-37-6 CTM 389-19 (Verified)