Summary for Test 2023-08-26-12-10

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 993287
DEA: 112T35U4
EFIS: 1121000195
DIST-CO-RTE-PM11-SD-5-R37.4/R52.6
Award DateNot set
Closeout DateNot set
Work DescriptionCMSTPL-6211(148) I-5 N Coast Corridor HOV Extension Carlsbad
Location DescriptionIN SAN DIEGO COUNTY AT VARIOUS LOCATIONS FROM LOMAS SANTA FE DRIVE UNDERCROSSING TO 0.2 MILES NORTH OF OCEANSIDE BOULEVARD UNDERCROSSING
QA Service Level1 (Verified on 09/23/2021)

Sample Information

Sample Taken Date08/26/2023 Sample Unique Key12
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 testing09/14/2023
Sample typeQuality Assurance A brief description of the sample3/4" HMA
The quantity of what the sample constitutes12 boxes 4 bags From where was the sample collectedSource
First name of sampler or witnessed byN/A Last name of sampler or witnessed byN/A
Title of sampler Telephone number of sampler
Laboratory sample identification5211-PSU Linked DIME Sample ID2023-08-26-11
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)N/A
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: 2023-08-26-12
DIME Test ID: 2023-08-26-12-10
Testing Lab: CT D11 - District 11 Materials Laboratory
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-10-30

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 10/03/2023
Cumulative Mass RetainedCumulative Percent Passing
1535.1 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
24.5 grams98 %
355.5 grams77 %
657.1 grams57 %
893.8 grams42 %
1070.6 grams30 %
1225.1 grams20 %
1327.8 grams14 %
1391.8 grams9.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/30/2023