Summary for Test 2023-02-10-54-1

Test performed: AASHTO T27-14

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 Date02/10/2023 Sample Unique Key54
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 testing02/10/2023
Sample typeQuality Assurance A brief description of the sample3/4" HMA Aggregates
The quantity of what the sample constitutes1 bag From where was the sample collectedManufacturer
First name of sampler or witnessed byCasey Last name of sampler or witnessed byFarrington
Title of samplerPlant QC Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameBodean Transportation Laboratory (TL) Number101400
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-49-0032
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedPulled from Bin 3
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-10-54
DIME Test ID: 2023-02-10-54-1
Testing Lab: CT D04 - Petaluma Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2023-03-03

Test Results

What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Anthony Valdez
Date of test: 02/10/2023
Cumulative Mass RetainedCumulative Percent Passing
4020 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
440.0 grams89 %
2070.0 grams49 %
3930.0 grams2 %
3980.0 grams1 %
3985.0 grams1 %
3990.0 grams1 %
4000.0 grams0 %
4005.0 grams0 %
4010.0 grams0.2 %
4015 grams
General comments (publicly viewable) (Max 1000 characters): lot 1 sublot 2 bin# 3 of 3/4 HMA with RAP bin # 3, 23%.

Test was verified on 3/3/2023