Summary for Test 2019-04-29-11-9

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213720
DEA: 024H2004
EFIS: 0218000094
DIST-CO-RTE-PM02-SHA-89-26.3/29.2
Award Date12/19/2018
Closeout Date08/06/2019
Work DescriptionPAVEMENT OVERLAY
Location DescriptionSHASTA COUNTY ABOUT 10 MILES NORTH OF BURNEY FROM 0.3 MILE NORTH OF CLARK CREEK ROAD TO LAKE BRITTON BRIDGE
QA Service Level1 (Verified on 01/04/2019)

Sample Information

Sample Taken Date04/29/2019 Sample Unique Key11
Date that the sample was received by the laboratory/organization performing the testing04/29/2019 Sample typeVerification
A brief description of the sample3/4-inch Type A Untreated Virgin Aggregate The quantity of what the sample constitutesJMF Verification
From where was the sample collectedSource First name of sampler or witnessed byCindy
Last name of sampler or witnessed byBryant Title of sampler
Telephone number of sampler Laboratory sample identificationD77857F
Linked DIME Sample ID The fabricator/manufacturer/facility nameShaw pit
Transportation Laboratory (TL) Number827791 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-25-0008::SHAW PIT
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sample19-1278.105A
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberJMF 19-04-S2 Lot number0
Sublot number0 Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-04-29-11
DIME Test ID: 2019-04-29-11-9
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2019-06-04

Test Results


What test method is performed?: Method A
Input Type: Measured
Tester's full name: Arthur Mills
Date of test: 05/31/2019
Mass of measure: 190.1 grams
Bulk dry specific gravity: 2.574
Mass of sample and measure #1: 322.7 grams
Mass of sample and measure #2: 323.2 grams
Volume of cylinder: 100.0 mL
Mass of sample #1: 132.6 grams
Mass of sample #2: 133.1 grams
Uncompacted voids #1: 48.5 %
Uncompacted voids #2: 48.3 %
Average uncompacted voids: 48.4 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/4/2019 ✔