Summary for Test 2015-06-02-7-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 210066
DEA: 04259404
EFIS: 0400000723
DIST-CO-RTE-PM04-NAP-29-25.5/28.4
Award Date03/17/2015
Closeout Date12/14/2017
Work DescriptionOVERLAY, ROADWAY WIDENING AND CONSTRUCT TWO-WAY LEFT-TURN LANES.
Location DescriptionNAPA COUNTY IN AND NEAR ST. HELENA FROM MEE LANE TO 0.1 MILE SOUTH OF SULPHUR CREEK BRIDGE
QA Service Level1 (Verified on 08/21/2015)

Sample Information

Sample Taken Date06/02/2015 Sample Unique Key7
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 testing06/10/2015
Sample typeVerification A brief description of the sample3/4 HMA
The quantity of what the sample constitutes1 bag From where was the sample collectedSource
First name of sampler or witnessed byBrian Last name of sampler or witnessed bySantos
Title of samplerUnknown Telephone number of samplerUnknown
Laboratory sample identification15ASPH-0279 thru 15ASPH-0284 Linked DIME Sample IDUnknown
The fabricator/manufacturer/facility nameSyar Lake Herman Transportation Laboratory (TL) NumberC871740 thru C871746
Inspector Lot Number from the Transportation Laboratory (TL) FormUnknown Structure unique identifierNot set
Structure nameNot set

Material Information

Material TypeJob Mix Formula Partial Source Identification (SMARA, name of Pit or Job Site)91-48-0002
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 collectedStockpile
Where the material sample would have been placed if not sampledUnknown Superpave or Non-superpave MixSuperpave

Test Details

DIME Sample ID: 2015-06-02-7
DIME Test ID: 2015-06-02-7-7
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2015-06-15

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 06/12/2015
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2015