Summary for Test 2021-06-10-29-2

Test performed: AASHTO T209-12

Project Information

Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Award Date08/26/2019
Closeout Date11/24/2021
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
QA Service Level1 (Verified on 07/09/2019)

Sample Information

Sample Taken Date06/10/2021 Sample Unique Key29
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 testing06/10/2021
Sample typeDepartment Acceptance A brief description of the sampleCombined RAP (3/8-inch)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of samplerCGI Telephone number of sampler
Laboratory sample identificationD78839B Linked DIME Sample ID2021-06-10-28
The fabricator/manufacturer/facility nameJ F Shea Construction - Fawndale Rock and Asphalt - Redding, CA Transportation Laboratory (TL) Number779375
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale
Aggregate Size3/8 Inch Aggregate SourceUnknown
RAP StockpileContinuous Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-10-29
DIME Test ID: 2021-06-10-29-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2021-12-24

Test Results


Number of tests: 1
What is the unit of measurement for theoretical density?: US Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/14/2021
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7336.6 grams
Mass of oven-dry sample in air for Sample 1: 1549.5 grams
Mass of container filled with the sample and water for Sample 1: 8287.4 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.588
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/24/2021