Summary for Test 2023-05-18-70-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 994289
DEA: 042Q2504
EFIS: 0418000442
DIST-CO-RTE-PM04-ALA-80,580,680-Various
Award Date12/13/2022
Closeout DateNot set
Work DescriptionHIGH FRICTION SURFACE TREATMENT.
Location DescriptionALAMEDA COUNTY ON ROUTE 80,580 AND 680 AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 10/14/2022)

Sample Information

Sample Taken Date05/18/2023 Sample Unique Key70
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 testing05/19/2023
Sample typeQuality Assurance A brief description of the sample1/2 OGFC
The quantity of what the sample constitutes750 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 nameDSG-Sunol 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)91-01-0007
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 Sampler
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size1/2 inch
The concrete mix design numberMD 6680 Lot number
Sublot number Aggregate Mix Number

Test Details

DIME Sample ID: 2023-05-18-70
DIME Test ID: 2023-05-18-70-1
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: Leonardo Mendoza
Date of test: 05/22/2023
Cumulative Mass RetainedCumulative Percent Passing
2722 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
135.0 grams95 %
605.0 grams78 %
1805.0 grams34 %
444 grams
282.0 grams12 %
343.0 grams8 %
374.0 grams5 %
393.0 grams4 %
410.0 grams3 %
419.0 grams1.9 %
419 grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/2/2023