Summary for Test 2021-07-22-32-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215483
DEA: 022J0004
EFIS: 0221000017
DIST-CO-RTE-PM02-PLU-49-0.0/7.5
Award Date04/05/2021
Closeout Date11/24/2021
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A).
Location DescriptionPLUMAS COUNTY AT AND NEAR VINTON FROM SIERRA COUNTY LINE TO ROUTE 70
QA Service Level1 (Verified on 03/08/2021)

Sample Information

Sample Taken Date07/22/2021 Sample Unique Key32
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 testing07/23/2021
Sample typeAcceptance A brief description of the samplePSE 3/4 Cold Feed
The quantity of what the sample constitutesPSE From where was the sample collectedManufacturer
First name of sampler or witnessed byErik Last name of sampler or witnessed byBenson
Title of sampler Telephone number of sampler
Laboratory sample identificationD78910 Linked DIME Sample ID2021-07-22-33
The fabricator/manufacturer/facility nameWestern NV Materials, Spanish Springs Transportation Laboratory (TL) Number996941
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)Spanish Springs
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedSampler at drum
Where the material sample would have been placed if not sampled02 PLU 49 Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-07-22-32
DIME Test ID: 2021-07-22-32-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2021-08-09

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): Yes
Has the fine aggregate sample been reduced?: No
Input Type: Measured
Tester's full name: Karen Dorado
Date of test: 07/26/2021
Cumulative Mass RetainedCumulative Percent Passing
6702.1 grams
0.0 grams100 %
0.0 grams100 %
26.0 grams99.6 %
822.0 grams87.7 %
1615.0 grams75.9 %
2803 grams58.2 %
3387.0 grams49.5 %
178.4 grams31.9 %
290.0 grams20.9 %
358.7 grams14.1 %
409.9 grams9.1 %
450.5 grams5.1 %
471.0 grams3.04 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/9/2021