Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2023-06-14-87

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 994345
DEA: 023J7804
EFIS: 0222000083
DIST-CO-RTE-PM02-TRI-36-15.8/16.9,20.5/24.5
Award Date12/22/2022
Closeout Date08/22/2023
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date06/14/2023 Sample Unique Key87
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 testing06/14/2023
Sample typeProduction Start-Up 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 collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Telephone number of sampler
Laboratory sample identificationD79265 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number858117
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 number
Sublot number HMA Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2023-06-14-87-1AASHTO 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)Sean McWithey, CT D02 - Redding Northern Regional Laboratory08/04/2023Ward Jenkins
Yes
08/08/2023Pb=6.08%
2023-06-14-87-2AASHTO 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 Laboratory06/14/2023Ward Jenkins
Yes
08/08/2023Gmm=2.473
2023-06-14-87-3AASHTO 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 Laboratory06/14/2023Ward Jenkins
Yes
08/08/2023Gmb=2.376
2023-06-14-87-4AASHTO 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 Laboratory06/15/2023Ward Jenkins
Yes
08/08/2023AASHTO-T269: Pa=3.9%; MS-2: VMA=14.5%, VFA=72.9%, DP=1.8
2023-06-14-87-5AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Colt Sweeny, CT D02 - Redding Northern Regional Laboratory06/28/2023Ward Jenkins
Yes
08/08/2023S1=146, S2=142, TSR=97%
2023-06-14-87-6CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix AsphaltDennis Hickey, CT D02 - Redding Northern Regional Laboratory07/25/2023Ward Jenkins
Yes
08/08/2023CT 389: Nf>15000, SIP>15000; CT 360: SA=0.1g/cm²

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2023-06-14-87-1 AASHTO T308-10 (Verified)
DIME Test ID: 2023-06-14-87-2 AASHTO T209-12 (Verified)
DIME Test ID: 2023-06-14-87-3 AASHTO T275-07r12 (Verified)
DIME Test ID: 2023-06-14-87-4 AASHTO T269-14 (Verified)
DIME Test ID: 2023-06-14-87-5 AASHTO T283-14 (Verified)
DIME Test ID: 2023-06-14-87-6 CTM 389-19 (Verified)