Summary for Test 2020-01-01-4-6

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213943
DEA: 051G5704
EFIS: 0515000049
DIST-CO-RTE-PM05-SLO-58-0.7/1.9
Award Date06/14/2019
Closeout Date05/06/2020
Work DescriptionCOLD PLANE AC, PLACE RHMA-G AND RECONSTRUCT CURB RAMPS.
Location DescriptionSAN LUIS OBISPO COUNTY AT SANTA MARGARITA FROM 0.7 MILE EAST OF ROUTE 101/58 SEPARATION TO J STREET
QA Service Level1 (Verified on 08/20/2019)

Sample Information

Sample Taken Date01/01/2020 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testingNot set Sample typeQuality Control
A brief description of the sampleVirgin Aggregate The quantity of what the sample constitutes0
From where was the sample collectedOther First name of sampler or witnessed byMr
Last name of sampler or witnessed byWitness Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameCalPortland
Transportation Laboratory (TL) Number 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)91-40-0013
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 Size1/2 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-01-01-4
DIME Test ID: 2020-01-01-4-6
Testing Lab: CT D05 - San Luis Obispo District Laboratory
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Test Release Date: 2020-01-17

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Daniel Gingras
Date of test: 01/01/2020
Bulk dry specific gravity: 2.49
Average uncompacted voids: 45.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 1/17/2020 ✔