Summary for Test 2023-02-10-46-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215486
DEA: 040A0204
EFIS: 0400000129
DIST-CO-RTE-PM04-SON-1-15-15.7
Award Date05/04/2021
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 Key46
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 Aggregate The quantity of what the sample constitutes4 Bags
From where was the sample collectedSource First name of sampler or witnessed byAnthony
Last name of sampler or witnessed byValdez Title of samplerConsultant
Telephone number of sampler916-837-3760 Laboratory sample identificationPet-23-046
Linked DIME Sample ID The fabricator/manufacturer/facility nameBoDean Santa Rosa
Transportation Laboratory (TL) Number861614 Inspector Lot Number from the Transportation Laboratory (TL) FormLot 1 sublot 1
Structure unique identifier Structure name
Bid ItemNot set

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 sample700SPW-16 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 sampledRoadway Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-02-10-46
DIME Test ID: 2023-02-10-46-1
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: 2023-05-03

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: Glenn Cea
Date of test: 02/13/2023
Cumulative Mass RetainedCumulative Percent Passing
3970.0 grams
grams %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
460.0 grams88 %
1990.0 grams50 %
3860.0 grams3 %
3920.0 grams1 %
3920.0 grams1 %
3920.0 grams1 %
3920.0 grams1 %
3920.0 grams1 %
3920.0 grams1.3 %
3920.0 grams
General comments (publicly viewable) (Max 1000 characters): Bin 3

Test was verified on 5/3/2023 ✔