Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2024-04-27-31

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994785
DEA: 023H32U4
EFIS: 0221000164
DIST-CO-RTE-PM02-SIS-I5-2.5/R15.9
Award Date04/28/2023
Closeout DateNot set
Work DescriptionRoadway rehabilitation and bridge improvements along I5 in Mount Shasta
Location DescriptionSIS I5 2.5/R15.9
QA Service Level1 (Verified on 05/03/2023)

Sample Information

Sample Taken Date04/27/2024 Sample Unique Key31
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 testing04/29/2024
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byR. Last name of sampler or witnessed byMelvin
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD79488 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number899682
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 Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-04-27-31-2AASHTO 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)Sean McWithey, CT D02 - Redding Northern Regional Laboratory07/12/2024Ward Jenkins
Yes
08/18/2024Pb=4.88%
2024-04-27-31-3AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)Josh Murphy, CT D02 - Redding Northern Regional Laboratory04/30/2024Ward Jenkins
Yes
08/18/2024Gmm=2.523
2024-04-27-31-4AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Josh Murphy, CT D02 - Redding Northern Regional Laboratory05/06/2024Ward Jenkins
Yes
08/18/2024Gmb=2.427
2024-04-27-31-5AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Josh Murphy, CT D02 - Redding Northern Regional Laboratory08/16/2024Ward Jenkins
Yes
08/18/2024AASHTO T 269: Pa=3.8%; MS-2: VMA=13.1%, VFA=70.8%, DP=1.4
2024-04-27-31-6AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Ward Jenkins, CT D02 - Redding Northern Regional Laboratory08/16/2024Ward Jenkins
Yes
08/18/2024S1=119psi, S2=108psi, TSR=90.%
2024-04-27-31-7CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltJoe Mishoe, CT D02 - Redding Northern Regional Laboratory05/09/2024Ward Jenkins
Yes
08/18/2024CT 389: Nf>15000, SIP>15000; CT 360: 0.1g/cm²

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2024-04-27-31-2 AASHTO T308-10 (Verified)
DIME Test ID: 2024-04-27-31-3 AASHTO T209-12 (Verified)
DIME Test ID: 2024-04-27-31-4 AASHTO T275-07r12 (Verified)
DIME Test ID: 2024-04-27-31-5 AASHTO T269-14 (Verified)
DIME Test ID: 2024-04-27-31-6 AASHTO T283-14 (Verified)
DIME Test ID: 2024-04-27-31-7 CTM 389-19 (Verified)