Summary for Test 2026-05-06-57-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993454
DEA: 040K8004
EFIS: 0416000141
COOP: 042892
DIST-CO-RTE-PM04-MRN-101-13.7
Award Date02/05/2025
Closeout DateNot set
Work DescriptionCONSTRUCT ROUNDABOUT, CURB RAMPS AND SW, SIGNAL AND LIGHTING SYSTEMS.
Location DescriptionMARIN COUNTY IN SAN RAFAEL AT FREITAS PARKWAY OVERCROSSING
QA Service Level1 (Verified on 12/10/2021)

Sample Information

Sample Taken Date05/06/2026 Sample Unique Key57
Date that the sample was received by the laboratory/organization performing the testing05/06/2026 Sample typeQuality Assurance
A brief description of the sampleL1SL2 The quantity of what the sample constitutes1 bag
From where was the sample collectedSupplier First name of sampler or witnessed byJose Leon
Last name of sampler or witnessed byAmparan Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameDutra San Rafael
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)Dutra SR
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 collectedDrum Plant
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2026-05-06-57
DIME Test ID: 2026-05-06-57-1
Testing Lab: CT D04 - Richmond Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2026-05-14

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Individual Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: Yes
Input Type: Calculated
Tester's full name: Jose Leon Amparan
Date of test: 05/06/2026
Cumulative Percent Passing
100 %
100 %
100 %
100 %
86 %
73 %
49 %
36 %
26 %
20 %
14 %
9 %
6.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/14/2026 ✔