Summary for Test 2015-06-02-7-1

Test performed: AASHTO T27-14

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: 2015-06-02-7-1
Testing Lab: CT HQ - Sacramento Concrete Testing Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2015-06-15

Test Results


What type of gradation is being tested?: Combined Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
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: Thomas Stinnett
Date of test: 06/11/2015
Cumulative percent passing the 2 in. sieve: 100 %
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: 97 %
Cumulative percent passing the 1/2 in. sieve: 75 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 46 %
Cumulative percent passing the #8 sieve: 27 %
Cumulative percent passing the #16 sieve: 18 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 10 %
Cumulative percent passing the #100 sieve: 7 %
Cumulative percent passing the #200 sieve: 4.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/15/2015