Sample Record

Owner Labs

  • Sequoia Consultants
  • CT D03 - Rocklin Construction Field Office

DIME Sample ID 2025-08-11-73

Project Information

Project IdentifiersProject ID: 214469
DEA: 030H08U4
EFIS: 0319000029
DIST-CO-RTE-PM03-SAC-50-L0.2/R6.1
Award Date06/30/2020
Closeout DateNot set
Work DescriptionSac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location DescriptionFROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
QA Service Level1 (Verified on 10/23/2019)

Sample Information

Sample Taken Date08/11/2025 Sample Unique Key73
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing08/11/2025
Sample typeQuality Assurance A brief description of the sample3/4" HMA-A PG64-16
The quantity of what the sample constitutes750 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byTeichert QC Last name of sampler or witnessed byTeichert QC
Title of sampler Telephone number of sampler
Laboratory sample identificationRC25-0597 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTeichert Perkins Transportation Laboratory (TL) Number
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 number11
Sublot number3 HMA Mix Number32140832407V
Binder content (%)5.2 Virgin binder PG PG 64-16
Design binder PG PG 64-16 Binder SupplierValero
RAP content (%)Not set WMA Additives
Antistrip type

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedDate AddedVerified?Release DateTest CommentsPrivacy LevelActions
2025-08-11-73-1AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)J. Lopez, CT D03 - Rocklin Construction Field Office08/12/202510/07/2025
Yes
11/14/2025Public - Test Data Visible
2025-08-11-73-3AASHTO 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)J. Lopez, CT D03 - Rocklin Construction Field Office08/12/202510/07/2025
Yes
11/14/2025Public - Test Data Visible

Sample File Attachments

File NameExtensionDate UploadedActions
No results found.

Test File Attachments


DIME Test ID: 2025-08-11-73-1 AASHTO T209-22 (Verified)
File NameExtensionDate UploadedTest IDActions
03-0H08U4_37_250811_.75 HMA_L11SL3_T27pdf11/04/20252025-08-11-73-1   Info

DIME Test ID: 2025-08-11-73-3 AASHTO T308-10 (Verified)