Test 2020-05-07-15-1 (AASHTO T27-14) Summary

Project Information
Project IdentifiersProject ID: 213733
DEA: 051C85U4
EFIS: 0518000156
DIST-CO-RTE-PM05-SCR-1-10.2/17.5
Work DescriptionSanta Cruz 1 CAPM and Bridge Rails
Location DescriptionSANTA CRUZ COUNTY IN AND NEAR SANTA CRUZ FROM NORTH APTOS UNDERPASS TO JUNCTION ROUTE 9.
Sample Information
Sample Taken Date5/7/2020 Sample Unique Key15
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 testing5/29/2020
Sample typeVerification A brief description of the sampleBags of Virgin Aggregate
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byAnthony Last name of sampler or witnessed byRomiza
Title of sampler Laboratory sample identification
The fabricator/manufacturer/facility nameGranite Salinas Batch Transportation Laboratory (TL) Number
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)91-27-0028::HANDLEY RANCH QUARRY
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 collectedAt the Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-135
Test Details
DIME Sample ID: 2020-05-07-15
DIME Test ID: 2020-05-07-15-1
Testing Lab: CT D05 - Field Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2020-06-08
Test Results

What type of gradation is being tested?: Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 06/03/2020
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:98.1 %
Cumulative percent passing the 1/2 in. sieve:84.4 %
Cumulative percent passing the 3/8 in. sieve:71.3 %
Cumulative percent passing the #4 sieve:26.9 %
Cumulative percent passing the #8 sieve:14.2 %
Cumulative percent passing the #16 sieve:100 %
Cumulative percent passing the #30 sieve:6.9 %
Cumulative percent passing the #50 sieve:4.3 %
Cumulative percent passing the #100 sieve:2.4 %
Cumulative percent passing the #200 sieve:1.5 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 06/08/2020