Summary for Test 2023-07-11-87-4

Test performed: AASHTO T275-07r12

Project Information

Project IdentifiersProject ID: 994544
DEA: 023J8204
EFIS: 0222000087
DIST-CO-RTE-PM02-SIS-5-R19.0/R25.3
Award Date05/11/2023
Closeout Date04/11/2024
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location DescriptionSISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD
QA Service Level1 (Verified on 08/07/2023)

Sample Information

Sample Taken Date07/11/2023 Sample Unique Key87
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 testing07/11/2023
Sample typeProduction Start-Up A brief description of the sampleLime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M binder 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 byRandy Last name of sampler or witnessed by.
Title of sampler Telephone number of sampler
Laboratory sample identificationD79295 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJ.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number897599
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 NumberJMF 22 11
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

Test Details

DIME Sample ID: 2023-07-11-87
DIME Test ID: 2023-07-11-87-4
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2023-11-16

Test Results


Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Josh Murphy
Date of test: 07/20/2023
Mass of the dry specimen in air: 4651.1 g
Mass of the dry specimen plus paraffin coating in air: 4731.8 g
Mass of the dry specimen plus paraffin coating in water: 2697.7 g
Specific gravity of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 2 of the dry specimen in air: 4651.0 g
Mass 2 of the dry specimen plus paraffin coating in air: 4729.3 g
Mass 2 of the dry specimen plus paraffin coating in water: 2701.2 g
Specific gravity 2 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Mass 3 of the dry specimen in air: 4650.0 g
Mass 3 of the dry specimen plus paraffin coating in air: 4732.5 g
Mass 3 of the dry specimen plus paraffin coating in water: 2701.4 g
Specific gravity 3 of the paraffin at 25 ± 1°C (77 ± 1.8°F): 0.9
Bulk Specific Gravity: 2.392
Bulk Specific Gravity 2: 2.396
Bulk Specific Gravity 3: 2.398
Average Bulk Specific Gravity: 2.395
General comments (publicly viewable) (Max 1000 characters): Gmb=2.395

Test was verified on 11/16/2023