Summary for Test 2023-03-08-14-2

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
Award DateNot set
Closeout DateNot set
Work DescriptionConstruct roadway and bridge with structural concrete and CIDH piling
Location DescriptionDistrict-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date03/08/2023 Sample Unique Key14
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 testing03/08/2023
Sample typeQuality Assurance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes1 bag From where was the sample collectedSupplier
First name of sampler or witnessed byJose Last name of sampler or witnessed byRoman
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBodean - Santa Rosa Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeReclaimed Asphalt Pavement RAP SourceBodean Santa Rosa
Aggregate Size1/2 Aggregate Source
RAP StockpileContinuous Stockpile Size (tons)
Reclaimed Asphalt Pavement Mix Number

Test Details

DIME Sample ID: 2023-03-08-14
DIME Test ID: 2023-03-08-14-2
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-03-22

Test Results

Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: Yes
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 03/08/2023
Cumulative Mass RetainedCorrection FactorCumulative Percent Passing
1819 grams
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
0.0 grams0.0 %100 %
90.0 grams-0.4 %95 %
260.0 grams-0.1 %86 %
670.0 grams-0.7 %62 %
982.2 grams-0.6 %45 %
1218.7 grams-1.1 %32 %
1364.2 grams-1.5 %24 %
1527.1 grams-1.9 %14 %
1618.9 grams-1.7 %9 %
1684.3 grams-1.4 %6.0 %
1685.5 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 3/22/2023