Summary for Test 2024-05-08-37-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 995482
DEA: 112T36U4
EFIS: 1122000243
DIST-CO-RTE-PM11-SD-5-37.4-52.6
Award Date10/20/2023
Closeout DateNot set
Work DescriptionI-5 NCC SEGMENT 4C
Location DescriptionI-5 in San Diego County at Various Locations from Lomas Santa Fe Drive Undercrossing to 0.2 Mile North of Oceanside Undercrossing
QA Service Level1 (Verified on 11/20/2023)

Sample Information

Sample Taken Date05/08/2024 Sample Unique Key37
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 testing05/09/2024
Sample typeQuality Assurance A brief description of the sampleJMFV
The quantity of what the sample constitutes5 bags From where was the sample collectedSupplier
First name of sampler or witnessed byJesse Last name of sampler or witnessed byFuentes
Title of sampler Telephone number of sampler
Laboratory sample identification0601-JMFV Linked DIME Sample ID2024-05-08-36
The fabricator/manufacturer/facility nameVulcan CC Transportation Laboratory (TL) Number
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)Not Provided
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 collectedPlant
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: 2024-05-08-37
DIME Test ID: 2024-05-08-37-1
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-06-07

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: Mohammad Abbassi
Date of test: 06/04/2024
Cumulative Mass RetainedCumulative Percent Passing
7115 grams
0.0 grams100 %
0.0 grams100 %
71.1 grams99 %
767.5 grams89 %
1849.9 grams74 %
3628.6 grams49 %
4482.4 grams37 %
5051.6 grams29 %
5549.7 grams22 %
6190.1 grams13 %
6616.9 grams7 %
6780.6 grams4.7 %
7110.3 grams
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 6/7/2024