Owner Lab
- CT D02 - North Region Materials Lab
DIME Sample ID 2021-06-02-15
Sample is locked from editing. info
Project Information
Project Identifiers | Project ID: 215245 DEA: 021J4504 EFIS: 0220000080 |
DIST-CO-RTE-PM | 02-SIS-89-14.0/19.0 |
Award Date | 12/08/2020 |
Closeout Date | 09/27/2021 |
Work Description | PLACE HMA (TYPE A). |
Location Description | SISKIYOU COUNTY ABOUT 6 MILES NORTH OF BARTLE FROM 0.4 MILE NORTH OF EDISON CREEK ACCESS ROAD TO 2.0 MILES SOUTH OF MUD CREEK BRIDGE |
QA Service Level | 1 (Verified on 10/23/2020) |
Sample Information
Sample Taken Date | 06/02/2021 |
Sample Unique Key | 15 |
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 | 06/02/2021 |
Sample type | Acceptance |
A brief description of the sample | 3/8 Type A HMA 25 RAP PG 58 34m Valero Benecia |
The quantity of what the sample constitutes | PSE 16 boxs |
From where was the sample collected | Manufacturer |
First name of sampler or witnessed by | Randy |
Last name of sampler or witnessed by | . |
Title of sampler | CGI |
Telephone number of sampler | |
Laboratory sample identification | D78818 |
Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | JF Shea Construction, Fawndale Rock and Asphalt, Redding, CA |
Transportation Laboratory (TL) Number | 858981 |
Inspector Lot Number from the Transportation Laboratory (TL) Form | |
Structure unique identifier | |
Structure name | |
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Material Information
Material Type | Hot Mix Asphalt |
HMA Type | Type A HMA |
HMA Grading | 3/8 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 |
2021-06-02-15-1 | AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity) | Colt Sweeny | CT D02 - North Region Materials Lab | 06/02/2021 | Darrell Valasek | Yes | 08/20/2021 | | |
2021-06-02-15-2 | AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity) | Darrell Valasek | CT D02 - North Region Materials Lab | 06/02/2021 | Darrell Valasek | Yes | 08/20/2021 | | |
2021-06-02-15-3 | 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) | Colt Sweeny | CT D02 - North Region Materials Lab | 06/07/2021 | Darrell Valasek | Yes | 08/20/2021 | | |
2021-06-02-15-4 | 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 | 06/09/2021 | Darrell Valasek | Yes | 08/20/2021 | | |
2021-06-02-15-5 | 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 | 06/03/2021 | Ward Jenkins | Yes | 08/20/2021 | VMA = 17.5%,
VFA = 71.9%,
DP = 0.8 | |
2021-06-02-15-6 | 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 | 06/07/2021 | Ward Jenkins | Yes | 08/20/2021 | CT 389 required by special provision. Air voids in SGC specimens used were 7 ± 1. | |
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