Summary for Test 2023-05-19-39-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994570
DEA: 040Y2404
EFIS: 0422000259
DIST-CO-RTE-PM04-ALA-92-R2.4/6.8
Award Date04/24/2023
Closeout Date01/10/2024
Work DescriptionCOLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE HOT MIX ASPHALT.
Location DescriptionALAMEDA COUNTY IN HAYWARD FROM 0.2 MILE WEST OF SAN MATEO-HAYWARD TOLL PLAZA TO SANTA CLARA STREET
QA Service Level1 (Verified on 04/10/2023)

Sample Information

Sample Taken Date05/19/2023 Sample Unique Key39
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 testing05/22/2023
Sample typeQuality Assurance A brief description of the sample3/4 WHMA-A + 25% RAP
The quantity of what the sample constitutes2nd 750 Tons From where was the sample collectedSupplier
First name of sampler or witnessed byMagana Last name of sampler or witnessed byLuis
Title of sampler Telephone number of sampler2092250104
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameVulcan Materials Asphalt, Pleasanton 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)91-01-0010
The fabricator's/manufacturer's product name for the sampleMD 220304 The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedHMA Plant Cold Feed Sampler
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberD04-JMF-22-008 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-19-39
DIME Test ID: 2023-05-19-39-1
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: 2023-06-02

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: 05/22/2023
Cumulative Mass RetainedCumulative Percent Passing
6035 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
145.0 grams98 %
1240.0 grams79 %
2370.0 grams61 %
3555.0 grams41 %
482 grams
241.0 grams21 %
345.0 grams12 %
388.0 grams8 %
419.0 grams5 %
445.0 grams3 %
458.3 grams2 %
459 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2023