Owner Lab
- CT D02 - North Region Materials Lab
DIME Sample ID 2021-06-03-26
Sample is locked from editing. info
Project Information
Project Identifiers | Project ID: 215424 DEA: 024G4404 EFIS: 0214000013 |
DIST-CO-RTE-PM | 02-SIS-3-38.0/38.6 |
Award Date | 03/22/2021 |
Closeout Date | Not set |
Work Description | BRIDGE REPLACEMENT |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF FORT JONES FROM 0.3 MILE SOUTH TO 0.3 MILE NORTH OF LOWER MOFFETT CREEK ROAD |
QA Service Level | 1 (Verified on 01/19/2021) |
Sample Information
Sample Taken Date | 06/03/2021 |
Sample Unique Key | 26 |
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 testing | 06/03/2021 |
Sample type | Acceptance |
A brief description of the sample | Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 22.0% RAP and virgin PG 58-34 M |
The quantity of what the sample constitutes | Production Start-Up Evaluation |
From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | D. |
Last name of sampler or witnessed by | Owens |
Title of sampler | PEI |
Telephone number of sampler | |
Laboratory sample identification | D78822 |
Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Tullis Inc, Northstate Asphalt, Redding CA |
Transportation Laboratory (TL) Number | 779365 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown |
Structure unique identifier | |
Structure name | |
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Material Information
Material Type | Hot Mix Asphalt |
HMA Type | Type A HMA |
HMA Grading | 3/4 inch |
Lot number | Unknown |
Sublot number | Unknown |
HMA Design ID | |
Submitted Tests
DIME Test ID | Test Method | Tester Name | Testing Lab | Date Tested | Submitted By | Verified? | Release Date | Test Comments | Actions |
2021-06-03-26-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Darrell Valasek | CT D02 - North Region Materials Lab | 06/03/2021 | Darrell Valasek | Yes | 08/31/2021 | | |
2021-06-03-26-2 | AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content) | Terry McCormick | CT D02 - North Region Materials Lab | 06/04/2021 | Darrell Valasek | Yes | 08/31/2021 | | |
2021-06-03-26-3 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | Terry McCormick | CT D02 - North Region Materials Lab | 06/03/2021 | Darrell Valasek | Yes | 08/31/2021 | | |
2021-06-03-26-4 | AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content) | Terry McCormick | CT D02 - North Region Materials Lab | 06/10/2021 | Darrell Valasek | Yes | 08/31/2021 | | |
2021-06-03-26-5 | AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void) | Darrell Valasek | CT D02 - North Region Materials Lab | 06/07/2021 | Ward Jenkins | Yes | 08/31/2021 | VMA = 14.5%,
VFA = 71.8%,
DP = 1.2 | |
2021-06-03-26-6 | AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track) | Dennis Hickey | CT D02 - North Region Materials Lab | 06/08/2021 | Ward Jenkins | Yes | 08/31/2021 | CT 389 was performed. Air voids in A1 (upper left SGC specimen) were 7.7%, target was 7.0 ± 0.5%. | |
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