Test 2021-09-13-17-3 (AASHTO T30-19) Summary

Project Information
Project IdentifiersProject ID: 213337
DEA: 024F5404
EFIS: 0213000004
DIST-CO-RTE-PM02-SIS-5-R15.3/R16.5
Work DescriptionBRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location DescriptionSISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Sample Information
Sample Taken Date9/13/2021 Sample Unique Key17
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 testing9/13/2021
Sample typeAcceptance A brief description of the sample3/8 inch RAP
The quantity of what the sample constitutesPSE 1 Bag at 282 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byDerrick Last name of sampler or witnessed byCurry
Title of samplerMaterials Tester Laboratory sample identificationD78942
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number815603
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: 2021-09-13-17
DIME Test ID: 2021-09-13-17-3
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: 2021-09-16
Test Results

Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 09/15/2021
Total mass of material in the sample: 1328.1 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: 1.5 grams
Mass retained on the 1/4 in. sieve: 180.3 grams
Cumulative mass retained on the #4 sieve: 363.8 grams
Cumulative mass retained on the #8 sieve: 682.5 grams
Cumulative mass retained on the #16 sieve: 870.7 grams
Cumulative mass retained on the #30 sieve: 990.3 grams
Cumulative mass retained on the #50 sieve: 1076.7 grams
Cumulative mass retained on the #100 sieve: 1139.7 grams
Cumulative mass retained on the #200 sieve: 1181.4 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:99.9 %
Cumulative percent passing the 1/4 in. sieve:86.4 %
Cumulative percent passing the #4 sieve:72.6 %
Cumulative percent passing the #8 sieve:48.6 %
Cumulative percent passing the #16 sieve:34.4 %
Cumulative percent passing the #30 sieve:25.4 %
Cumulative percent passing the #50 sieve:18.9 %
Cumulative percent passing the #100 sieve:14.2 %
Cumulative percent passing the #200 sieve:11.05 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 09/16/2021