Summary for Test 2019-01-21-10-3

Test performed: AASHTO T209-12

Project Information

Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
Award Date11/06/2018
Closeout DateNot set
Work DescriptionWIDEN TO 6 LANES, BRIDGE REPLACEMENT AND WIDENING AND ROADWAY REHAB
Location DescriptionSHASTA COUNTY IN AND NEAR ANDERSON FROM ROUTE 5/273 SEPARATION TO 0.4 MILE SOUTH OF CHURN CREEK ROAD OVERCROSSING
QA Service Level1 (Verified on 12/31/2018)

Sample Information

Sample Taken Date01/21/2019 Sample Unique Key10
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 testing01/21/2019
Sample typeQuality Control A brief description of the sampleCombined RAP
The quantity of what the sample constitutesMix Design From where was the sample collectedSource
First name of sampler or witnessed byCGI Last name of sampler or witnessed byCGI
Title of sampler Telephone number of sampler
Laboratory sample identification19-1001 314 Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size-3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)1000
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-01-21-10
DIME Test ID: 2019-01-21-10-3
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: 2019-02-06

Test Results


Number of tests: 1
Mass Determination: Air
Input Type: Calculated
Tester's full name: CGI
Date of test: 01/21/2019
Specific Gravity for Sample 1: 2.536
Theoretical maximum density at 25°C (77°F): no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 2/6/2019