Summary for Test 2025-06-12-98-1

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 Date06/12/2025 Sample Unique Key98
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 testing06/19/2025
Sample typeQuality Assurance A brief description of the samplePlant Sample
The quantity of what the sample constitutes1 bag From where was the sample collectedSupplier
First name of sampler or witnessed byGerardo Last name of sampler or witnessed byCordero
Title of samplerTET Telephone number of sampler6199366795
Laboratory sample identification25-06-12-98-A Linked DIME Sample ID2025-06-12-97
The fabricator/manufacturer/facility nameMartin Marietta 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)91-37-0035
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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix Number21218080SR MM

Test Details

DIME Sample ID: 2025-06-12-98
DIME Test ID: 2025-06-12-98-1
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: 2025-07-16

Test Results


What type of gradation is being tested?: Combined 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?: Yes
Input Type: Measured
Tester's full name: Shawn Rivers
Date of test: 07/14/2025
Cumulative Mass RetainedCumulative Percent Passing
2499.0 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
42.0 grams98 %
410.0 grams84 %
1668.0 grams33 %
382.9 grams
97.2 grams25 %
195.7 grams16 %
262.8 grams10 %
319.5 grams5 %
349.1 grams3 %
358.0 grams2.1 %
358.6 grams
General comments (publicly viewable) (Max 1000 characters): Complies

Test was verified on 7/16/2025