Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2021-06-21-28

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Award Date02/02/2021
Closeout Date09/27/2021
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date06/21/2021 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 testing06/21/2021
Sample typeAcceptance A brief description of the sample16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedJob Site
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78849 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853077
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 Mix NumberNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2021-06-21-28-1AASHTO 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 Laboratory06/22/2021Darrell Valasek
Yes
01/25/2022Insufficient specimen size.
2021-06-21-28-2AASHTO 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 Laboratory06/22/2021Darrell Valasek
Yes
01/25/2022
2021-06-21-28-3AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Colt Sweeny and T.McCormick, CT D02 - Redding Northern Regional Laboratory06/29/2021Darrell Valasek
Yes
01/25/2022
2021-06-21-28-4AASHTO 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 Laboratory06/22/2021Darrell Valasek
Yes
01/25/2022
2021-06-21-28-5AASHTO 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 Laboratory06/22/2021Ward Jenkins
Yes
01/25/2022VMA = 16.1%, VFA = 76.0%, DP = 1.3
2021-06-21-28-6CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltColt Sweeny, CT D02 - Redding Northern Regional Laboratory06/24/2021Ward Jenkins
Yes
01/25/2022CT 360: 0.2 g/cm² of surface abrasion loss

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2021-06-21-28-1 AASHTO T209-12 (Verified)
DIME Test ID: 2021-06-21-28-2 AASHTO T308-10 (Verified)
DIME Test ID: 2021-06-21-28-3 AASHTO T283-14 (Verified)
DIME Test ID: 2021-06-21-28-4 AASHTO T275-07r12 (Verified)
DIME Test ID: 2021-06-21-28-5 AASHTO T269-14 (Verified)
DIME Test ID: 2021-06-21-28-6 CTM 389-19 (Verified)