Test 2021-08-25-16-2 (AASHTO T30-19) Summary

Project Information
Project IdentifiersProject ID: 213469
DEA: 024C40V4
EFIS: 0218000125
DIST-CO-RTE-PM02-SHA-5-R3.8/R11.7
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
Sample Information
Sample Taken Date8/25/2021 Sample Unique Key16
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 testing8/25/2021
Sample typeAcceptance A brief description of the sample3/8 Inch RAP
The quantity of what the sample constitutesPSE 1 bag, 100k Ton Milestone From where was the sample collectedManufacturer
First name of sampler or witnessed byJ.D. Last name of sampler or witnessed byAtkinson
Title of samplerMaterial Tester Laboratory sample identificationD78929
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number858990
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name
Material Information
Material TypeReclaimed Asphalt Pavement RAP SourceFawndale Rock and Asphalt, Redding, CA
Aggregate Size3/8 inch Aggregate SourceFawndale Rock and Asphalt, Redding, Ca
RAP StockpileContinuous Stockpile Size (tons)Unknown
HMA Design ID
Test Details
DIME Sample ID: 2021-08-25-16
DIME Test ID: 2021-08-25-16-2
Testing Lab: CT D02 - North Region Materials Lab
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2021-09-09
Test Results

Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 08/27/2021
Total mass of material in the sample: 1521.5 grams
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: 11 grams
Mass retained on the 1/4 in. sieve: 206.3 grams
Cumulative mass retained on the #4 sieve: 418.6 grams
Cumulative mass retained on the #8 sieve: 785.7 grams
Cumulative mass retained on the #16 sieve: 1003.1 grams
Cumulative mass retained on the #30 sieve: 1142.3 grams
Cumulative mass retained on the #50 sieve: 1242.3 grams
Cumulative mass retained on the #100 sieve: 1313.5 grams
Cumulative mass retained on the #200 sieve: 1359.2 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:99.3 %
Cumulative percent passing the 1/4 in. sieve:86.4 %
Cumulative percent passing the #4 sieve:72.5 %
Cumulative percent passing the #8 sieve:48.4 %
Cumulative percent passing the #16 sieve:34.1 %
Cumulative percent passing the #30 sieve:24.9 %
Cumulative percent passing the #50 sieve:18.4 %
Cumulative percent passing the #100 sieve:13.7 %
Cumulative percent passing the #200 sieve:10.67 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/09/2021