Summary for Test 2024-06-24-156-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993333
DEA: 04264724
EFIS: 0419000068
DIST-CO-RTE-PM04-MRN-101-R20.8/27.1
Award Date04/26/2022
Closeout DateNot set
Work DescriptionCIP BRIDGES, CONSTRUCT ROADWAY, RETAINING WALLS AND MODIFY ELECTRICAL.
Location DescriptionMARIN COUNTY IN AND NEAR NOVATO FROM 0.1 MILE SOUTH OF FRANKLIN AVENUE OVERHEAD TO 0.5 MILE SOUTH OF SAN ANTONIO CREEK BRIDGE
QA Service Level1 (Verified on 11/01/2021)

Sample Information

Sample Taken Date06/24/2024 Sample Unique Key156
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 testing06/25/2024
Sample typeQuality Assurance A brief description of the sample3/4 HMA-SP Type A
The quantity of what the sample constitutes1 BAG From where was the sample collectedManufacturer
First name of sampler or witnessed byCody Last name of sampler or witnessed byCordero
Title of sampler Telephone number of sampler
Laboratory sample identificationPET-24-265 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

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-21-0008
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 collectedHMA Plant Cold Feed Conveyor
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number11
Sublot number2 Aggregate Mix Number

Test Details

DIME Sample ID: 2024-06-24-156
DIME Test ID: 2024-06-24-156-1
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: 2024-10-10

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: Anthony Valdez
Date of test: 06/25/2024
Cumulative Mass RetainedCumulative Percent Passing
8670 grams
0 grams100 %
0 grams100 %
0 grams100 %
150 grams98 %
1040 grams88 %
2080 grams76 %
4790 grams45 %
515 grams
169 grams30 %
274 grams21 %
337 grams16 %
380 grams12 %
422 grams8 %
450 grams5.7 %
451 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/10/2024