Sample Record

Owner Lab

  • CT D02 - Redding Northern Regional Laboratory

DIME Sample ID 2022-09-14-52

Sample is locked from editing. info

Project Information

Project IdentifiersProject ID: 212775
DEA: 024F2204
EFIS: 0212000073
DIST-CO-RTE-PM02-TRI-3-58.7/61.9
Award Date02/25/2021
Closeout Date05/06/2024
Work DescriptionREPLACE STRUCTURAL CONCRETE BRIDGE AND CULVERTS AND PLACE HMA.
Location DescriptionTRINITY COUNTY NEAR TRINITY CENTER FROM 58.7 MILES NORTH OF PREACHER MEADOWS ROAD TO 60.7 MILES SOUTH OF EL DORADO WAY
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date09/14/2022 Sample Unique Key52
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 testing09/14/2022
Sample typeDepartment Acceptance A brief description of the sample16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
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 identificationD79157 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number857910
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix NumberNot set
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2022-09-14-52-1AASHTO 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 Laboratory09/14/202209/20/2022
Yes
09/30/2022Public - Test Data Visible
2022-09-14-52-2AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)Colt Sweeny and Darrell Valasek, CT D02 - Redding Northern Regional Laboratory09/14/202209/20/2022
Yes
09/30/2022Public - Test Data Visible
2022-09-14-52-3AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)Colt Sweeny and Darrell Valasek, CT D02 - Redding Northern Regional Laboratory09/14/202209/20/2022
Yes
09/30/2022VMA = 14.3%, VFA = 63.7%, DP = 1.0Public - Test Data Visible
2022-09-14-52-4AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)Colt Sweeny and Darrell Valasek, CT D02 - Redding Northern Regional Laboratory09/19/202209/20/2022
Yes
09/30/2022Public - Test Data Visible
2022-09-14-52-5AASHTO 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)Khue Yang, CT D02 - Redding Northern Regional Laboratory09/20/202209/21/2022
Yes
09/30/2022Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
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Test File Attachments


DIME Test ID: 2022-09-14-52-1 AASHTO T209-12 (Verified)
DIME Test ID: 2022-09-14-52-2 AASHTO T275-07r12 (Verified)
DIME Test ID: 2022-09-14-52-3 AASHTO T269-14 (Verified)
DIME Test ID: 2022-09-14-52-4 AASHTO T283-14 (Verified)
DIME Test ID: 2022-09-14-52-5 AASHTO T308-10 (Verified)