Summary for Test 2021-06-14-54-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 215250
DEA: 021J4404
EFIS: 0220000079
DIST-CO-RTE-PM02-MOD-299-20.0/23.1,23.5/24.5,33.5/37.5
Award Date12/14/2020
Closeout Date09/27/2021
Work DescriptionASPHALT RUBBER CHIP SEAL.
Location DescriptionMODOC COUNTY AT VARIOUS LOCATIONS FROM 1.8 MILES WEST OF ROUTE 139 TO 0.3 MILE WEST OF RATTLESNAKE CREEK BRIDGE
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date06/14/2021 Sample Unique Key54
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 testing06/15/2021
Sample typeAcceptance A brief description of the sampleLime Treated 1/2-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of samplerTET Telephone number of sampler
Laboratory sample identificationD78844F Linked DIME Sample ID
The fabricator/manufacturer/facility nameEagle Peak Rock and Paving – Alturas Plant (Alturas, CA) Transportation Laboratory (TL) Number853348
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA or name of Pit)91-25-0029
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 collectedMathematically Combined Gradation
Where the material sample would have been placed if not sampledDigouts Primary Aggregate Nominal Size1/2 inch
The concrete mix design number Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2021-06-14-54
DIME Test ID: 2021-06-14-54-1
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: 2021-12-31

Test Results


What type of gradation is being tested?: HMA Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Ward Jenkins
Date of test: 12/30/2021
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 97 %
Cumulative percent passing the 3/8 in. sieve: 82 %
Cumulative percent passing the #4 sieve: 60 %
Cumulative percent passing the #8 sieve: 37 %
Cumulative percent passing the #16 sieve: 23 %
Cumulative percent passing the #30 sieve: 15 %
Cumulative percent passing the #50 sieve: 11 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 6.3 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/31/2021