DIME » All Projects » Project - DEA: 051K4604 » Sample 2024-06-24-70 » Sample Details

Sample Record

Owner Lab

  • CT HQ - Sacramento Hot Mix Asphalt Laboratory

DIME Sample ID 2024-06-24-70

Project Information

Project IdentifiersProject ID: 994686
DEA: 051K4604
EFIS: 0518000210
DIST-CO-RTE-PM05-SLO-46-29.7/32.2
Award Date09/01/2023
Closeout DateNot set
Work DescriptionCOLD PLANE, PLACE HMA, RHMA, CONC PVMT, MODIFY SIGNAL AND LIGHTING.
Location DescriptionSAN LUIS OBISPO COUNTY IN PASO ROBLES FROM 300 FEET WEST OF ROUTE 101/46 SEPARATION TO 0.1 MILE EAST OF AIRPORT ROAD
QA Service Level1 (Verified on 04/18/2023)

Sample Information

Sample Taken Date06/24/2024 Sample Unique Key70
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 testing06/27/2024
Sample typeDispute Resolution A brief description of the sample1/2" RHMA-G
The quantity of what the sample constitutesFour boxes of mix From where was the sample collectedJob Site
First name of sampler or witnessed byIsaac Last name of sampler or witnessed byLarey-Chezem
Title of samplerTET Telephone number of sampler(209) 610-9363
Laboratory sample identification024-042 Linked DIME Sample ID
The fabricator/manufacturer/facility nameSPM-Templeton Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number18 HMA Mix Number

Submitted Tests

DIME Test IDTest MethodTester Name, Testing LabDate TestedSubmitted ByVerified?Release DateTest CommentsActions
2024-06-24-70-1AASHTO 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)James Brewster, CT HQ - Sacramento Hot Mix Asphalt Laboratory06/28/2024James Brewster
Yes
06/28/2024AASHTO T 308 section A2.8.1 If the asphalt binder correction factor exceeds 1.0 percent, the test temperature should be lowered. It did not exceed over 1.0%. therefore, we did not lower the temperature.

Sample File Attachments

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Test File Attachments


DIME Test ID: 2024-06-24-70-1 AASHTO T308-10 (Verified)