Summary for Test 2020-08-10-49-9

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 213411
DEA: 030H10U4
EFIS: 0317000246
DIST-CO-RTE-PM03-SAC-5-9.7/24.9
Award Date05/01/2019
Closeout Date02/22/2024
Work DescriptionNot set
Location DescriptionConstruction on state highway in Sacramento County in and near Sacramento from 1.1 miles south of Elk Grove Boulevard to American River Viaduct
QA Service Level1 (Verified on 07/19/2019)

Sample Information

Sample Taken Date08/10/2020 Sample Unique Key49
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 testing08/11/2020
Sample typeVerification A brief description of the sampleVirgin aggregate for 3/4 Type A HMA w/RAP
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byUnknown Last name of sampler or witnessed byUnknown
Title of samplerGranite Personnel Telephone number of sampler
Laboratory sample identificationJMF20-036 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Construction - Bradshaw Transportation Laboratory (TL) NumberUnknown
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)91-34-0060::VINEYARD SOUTH
The fabricator's/manufacturer's product name for the sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedCold Feed
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-08-10-49
DIME Test ID: 2020-08-10-49-9
Testing Lab: CT D03 - Olivehurst 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: 2021-03-08

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): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Thomas Stinnett
Date of test: 08/11/2020
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: 99 %
Cumulative percent passing the 1/2 in. sieve: 81 %
Cumulative percent passing the 3/8 in. sieve: 66 %
Cumulative percent passing the #4 sieve: 48 %
Cumulative percent passing the #8 sieve: 31 %
Cumulative percent passing the #16 sieve: 20 %
Cumulative percent passing the #30 sieve: 13 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 4 %
Cumulative percent passing the #200 sieve: 2.9 %
General comments (publicly viewable) (Max 1000 characters): JMF20-036. Test date estimated.

Test was verified on 3/8/2021