Summary for Test 2019-04-25-9-1

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 Date04/25/2019 Sample Unique Key9
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 testing04/25/2019
Sample typeVerification A brief description of the sampleCombined 1/2 inch Type A (Virgin Aggregate)
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byJosh Last name of sampler or witnessed byWilliams
Title of samplerConsultant Telephone number of sampler
Laboratory sample identificationD77849A Linked DIME Sample ID
The fabricator/manufacturer/facility nameShasta Ranch Aggregates Transportation Laboratory (TL) Number001905
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)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleL190278
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 Size1/2 inch
The concrete mix design numberJMF 19-08-S1 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-25-9
DIME Test ID: 2019-04-25-9-1
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: 2019-05-23

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: Terry McCormick
Date of test: 04/26/2019
Cumulative Mass RetainedCumulative Percent Passing
5899 grams
0.0 grams100 %
0.0 grams100 %
0.0 grams100 %
224.0 grams96.2 %
738.0 grams87.5 %
2208 grams62.6 %
3110.0 grams47.3 %
227.4 grams26.3 %
329.7 grams16.9 %
382.3 grams12 %
418.5 grams8.7 %
443.0 grams6.4 %
458.5 grams5 %
grams
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/23/2019