Test 2021-07-27-25-3 (AASHTO T30-19) Summary

Project Information
Project IdentifiersProject ID: 214190
DEA: 024G41U4
EFIS: 0218000047
DIST-CO-RTE-PM02-SIS,SIS-5-Var
Work DescriptionREPLACE REINFORCED CONCRETE BRIDGES & CONSTRUCT RETAINING WALL.
Location DescriptionSHASTA AND SISKIYOU COUNTIES ABOUT 7 MILES NORTH OF POLLARD FLAT FROM 0.8 MILE SOUTH TO 0.7 MILE NORTH OF SIMS ROAD UNDERCROSSING AND FROM 0.6 MILE SOUTH OF CASTLE CRAGS DRIVE UNDERCROSSING TO 0.2 MILE SOUTH OF SOUTH DUNSMUIR UNDERCROSSING
Sample Information
Sample Taken Date7/27/2021 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 testing7/27/2021
Sample typeAcceptance A brief description of the sample3/8 in RAP
The quantity of what the sample constitutesPSE at 118 Tons From where was the sample collectedManufacturer
First name of sampler or witnessed byRandy Last name of sampler or witnessed byBibbins
Title of samplerCGI Laboratory sample identificationD78912
The fabricator/manufacturer/facility nameJ F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA Transportation Laboratory (TL) Number990949
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, Reddimg, 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: 2021-07-27-25
DIME Test ID: 2021-07-27-25-3
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: 2021-08-09
Test Results

Does this test use 1/4 sieve?: Yes
Input Type: Measured
Tester's full name: Terry McCormick
Date of test: 08/03/2021
Total mass of material in the sample: 1382.9 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: 8.2 grams
Mass retained on the 1/4 in. sieve: 157 grams
Cumulative mass retained on the #4 sieve: 306.5 grams
Cumulative mass retained on the #8 sieve: 593.3 grams
Cumulative mass retained on the #16 sieve: 806.5 grams
Cumulative mass retained on the #30 sieve: 950.3 grams
Cumulative mass retained on the #50 sieve: 1058.3 grams
Cumulative mass retained on the #100 sieve: 1145.2 grams
Cumulative mass retained on the #200 sieve: 1206.5 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:99.4 %
Cumulative percent passing the 1/4 in. sieve:88.6 %
Cumulative percent passing the #4 sieve:77.8 %
Cumulative percent passing the #8 sieve:57.1 %
Cumulative percent passing the #16 sieve:41.7 %
Cumulative percent passing the #30 sieve:31.3 %
Cumulative percent passing the #50 sieve:23.5 %
Cumulative percent passing the #100 sieve:17.2 %
Cumulative percent passing the #200 sieve:12.76 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 08/09/2021