Summary for Test 2019-05-09-12-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213336
DEA: 023E7404
EFIS: 0200020160
DIST-CO-RTE-PM02-SHA-299-R7.6/18.3
Award Date08/24/2018
Closeout Date09/02/2020
Work DescriptionPAVEMENT PRESERVATION
Location DescriptionSHASTA COUNTY AT AND NEAR SHASTA FROM 0.5 MILE WEST OF CRYSTAL CREEK ROAD TO TRINITY ALLEY
QA Service Level1 (Verified on 01/08/2019)

Sample Information

Sample Taken Date05/09/2019 Sample Unique Key12
Date that the sample was received by the laboratory/organization performing the testing05/13/2019 Sample typeVerification
A brief description of the sampleTreated Virgin 3/4-inch Type A Aggregate The quantity of what the sample constitutesJMF Verification
From where was the sample collectedSource First name of sampler or witnessed byJosh
Last name of sampler or witnessed byWilliams Title of samplerConsultant
Telephone number of sampler Laboratory sample identificationD77880A
Linked DIME Sample ID The fabricator/manufacturer/facility nameShasta Ranch Aggregates
Transportation Laboratory (TL) Number001911 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleL190276
The plant numberUnknown A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-09-S2 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-05-09-12
DIME Test ID: 2019-05-09-12-1
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: 2019-06-17

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: Arthur Mills and T. McCormick
Date of test: 05/13/2019
Cumulative Mass RetainedCumulative Percent Passing
5333.2 grams
grams %
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
562.0 grams89.5 %
1819.0 grams65.9 %
2812 grams47.3 %
3192.0 grams40.1 %
173.1 grams26.2 %
286.4 grams17.1 %
350.4 grams11.9 %
394.1 grams8.4 %
422.1 grams6.1 %
439.2 grams4.76 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/17/2019 ✔