Summary for Test 2020-04-14-10-4

Test performed: AASHTO T176-08

Project Information

Project IdentifiersProject ID: 214587
DEA: 101J1604
EFIS: 1018000180
DIST-CO-RTE-PM10-STA-132-27.9/41.0
Award Date03/02/2020
Closeout Date04/26/2021
Work DescriptionCOLD PLANE AC PAVEMENT, RHMA OVERLAY AND SLURRY SEAL.
Location DescriptionSTANISLAUS COUNTY IN AND NEAR WATERFORD FROM G STREET TO 1.2 MILES EAST OF RUSHING ROAD
QA Service Level1 (Verified on 01/24/2020)

Sample Information

Sample Taken Date04/14/2020 Sample Unique Key10
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing04/15/2020
Sample typeVerification A brief description of the sampleVirgin aggregate for 3/4 Type A HMA mix
The quantity of what the sample constitutesBags of Aggregate for JMF From where was the sample collectedSource
First name of sampler or witnessed byJ Last name of sampler or witnessed byKort
Title of samplerTechnician Telephone number of sampler
Laboratory sample identification20-JMF-0044 Linked DIME Sample ID
The fabricator/manufacturer/facility nameGeorge Reed Inc Transportation Laboratory (TL) NumberC033877
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)91-55-0005::TABLE MOUNTAIN QUARRY
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 collectedPlant
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 JMF Verification ID JMF3513-2020-109

Test Details

DIME Sample ID: 2020-04-14-10
DIME Test ID: 2020-04-14-10-4
Testing Lab: CT HQ - Sacramento Aggregate Testing Laboratory
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Test Release Date: 2020-04-27

Test Results


How many times will the test be run?: 3 Times
Input Type: Measured
Tester's full name: Jay Horton
Date of test: 04/22/2020
Clay Level (Test 1): 5.4
Sand Level (Test 1): 4.4
Clay Level (Test 2): 5.5
Sand Level (Test 2): 4.3
Clay Level (Test 3): 5.1
Sand Level (Test 3): 4.3
Sand Equivalent (Test 1): 82
Sand Equivalent (Test 2): 79
Sand Equivalent (Test 3): 85
Sand Equivalent:82
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/27/2020