Summary for Test 2023-08-21-49-2

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994731
DEA: 040Y3004
EFIS: 0422000265
DIST-CO-RTE-PM04-SM-92-R10.4/R12.0
Award Date06/21/2023
Closeout Date03/04/2024
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND OVERLAY WITH RHMA-G.
Location DescriptionSAN MATEO COUNTY IN AND NEAR SAN MATEO FROM 0.2 MILE WEST OF ALAMEDA DE LAS PULGAS OVERCROSSING TO 92/101 SEPARATION
QA Service Level1 (Verified on 05/09/2023)

Sample Information

Sample Taken Date08/21/2023 Sample Unique Key49
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 testing08/22/2023
Sample typeProduction Start-Up A brief description of the sample1/2 RHMA-G
The quantity of what the sample constitutes750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byHolie Last name of sampler or witnessed bySada
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials - Pleasanton Transportation Laboratory (TL) NumberC666426
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)91-01-0010
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 collectedWhere material enters the drier drum mixer
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot number1
Sublot number1 Aggregate Mix Number

Test Details

DIME Sample ID: 2023-08-21-49
DIME Test ID: 2023-08-21-49-2
Testing Lab: CT D04 - Hayward Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2024-05-22

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: Luis Magana
Date of test: 08/22/2023
Cumulative Mass RetainedCumulative Percent Passing
4253 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
105.0 grams98 %
755.0 grams82 %
2510.0 grams41 %
485 grams
263.0 grams19 %
351.0 grams11 %
393.0 grams8 %
420.0 grams5 %
445.0 grams3 %
457.5 grams2.3 %
458 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/22/2024