Summary for Test 2019-04-16-29-2

Test performed: AASHTO T30-15

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 Date08/16/2023
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 Date04/16/2019 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 testing04/16/2019
Sample typeVerification A brief description of the sampleRAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of sampler Telephone number of sampler
Laboratory sample identificationD77823B Linked DIME Sample ID
The fabricator/manufacturer/facility nameFawndale Rock and Asphalt Transportation Laboratory (TL) Number857584
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceFawndale
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)1000
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-16-29
DIME Test ID: 2019-04-16-29-2
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T30-15: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2019-05-01

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/19/2019
Total mass of material in the sample: 1522.8 grams
Cumulative mass retained on the 2 in. sieve: 0 grams
Cumulative mass retained on the 1 1/2 in. sieve: 0 grams
Cumulative mass retained on the 1 in. sieve: 0 grams
Cumulative mass retained on the 3/4 in. sieve: 0 grams
Cumulative mass retained on the 1/2 in. sieve: 0 grams
Cumulative mass retained on the 3/8 in. sieve: 23.9 grams
Cumulative mass retained on the 1/4 in. sieve: 276 grams
Cumulative mass retained on the #4 sieve: 490.4 grams
Cumulative mass retained on the #8 sieve: 836.6 grams
Cumulative mass retained on the #16 sieve: 1041.1 grams
Cumulative mass retained on the #30 sieve: 1166.7 grams
Cumulative mass retained on the #50 sieve: 1256.1 grams
Cumulative mass retained on the #100 sieve: 1321.2 grams
Cumulative mass retained on the #200 sieve: 1365.4 grams
Cumulative percent passing the 2 in. sieve: 100 %
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 100 %
Cumulative percent passing the 3/8 in. sieve: 98.4 %
Cumulative percent passing the 1/4 in. sieve: 81.9 %
Cumulative percent passing the #4 sieve: 67.8 %
Cumulative percent passing the #8 sieve: 45.1 %
Cumulative percent passing the #16 sieve: 31.6 %
Cumulative percent passing the #30 sieve: 23.4 %
Cumulative percent passing the #50 sieve: 17.5 %
Cumulative percent passing the #100 sieve: 13.2 %
Cumulative percent passing the #200 sieve: 10.34 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/1/2019