Summary for Test 2019-04-17-25-2

Test performed: AASHTO T30-15

Project Information

Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date04/17/2019 Sample Unique Key25
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 testing04/18/2019
Sample typeVerification A brief description of the sample-3/8 inch RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD77830A Linked DIME Sample ID
The fabricator/manufacturer/facility nameShaw Pit Facility Transportation Laboratory (TL) Number853328
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceShaw Pit Facility
Aggregate Size3/8-inch Aggregate SourceUnknown
RAP Stockpile Stockpile Size (tons)Unknown
Reclaimed Asphalt Pavement Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-17-25
DIME Test ID: 2019-04-17-25-2
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: 2019-05-08

Test Results


Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 04/22/2019
Total mass of material in the sample: 1556.3 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: 52.4 grams
Cumulative mass retained on the 1/4 in. sieve: 421.4 grams
Cumulative mass retained on the #4 sieve: 597.6 grams
Cumulative mass retained on the #8 sieve: 902.9 grams
Cumulative mass retained on the #16 sieve: 1076.8 grams
Cumulative mass retained on the #30 sieve: 1182.1 grams
Cumulative mass retained on the #50 sieve: 1256.2 grams
Cumulative mass retained on the #100 sieve: 1311.5 grams
Cumulative mass retained on the #200 sieve: 1354.3 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: 96.6 %
Cumulative percent passing the 1/4 in. sieve: 72.9 %
Cumulative percent passing the #4 sieve: 61.6 %
Cumulative percent passing the #8 sieve: 42 %
Cumulative percent passing the #16 sieve: 30.8 %
Cumulative percent passing the #30 sieve: 24 %
Cumulative percent passing the #50 sieve: 19.3 %
Cumulative percent passing the #100 sieve: 15.7 %
Cumulative percent passing the #200 sieve: 12.98 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/8/2019