Summary for Test 2019-10-31-4-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 213745
DEA: 080Q1204
EFIS: 0800020125
DIST-CO-RTE-PM08-SBD-18-99.5-100.9
Award Date02/19/2019
Closeout Date03/24/2020
Work DescriptionWIDEN ROADBED AND CONSTRUCT RAISED CURB MEDIAN
Location DescriptionSAN BERNARDINO COUNTY FROM COBALT ROAD TO ROUTE 395
QA Service Level1 (Verified on 04/02/2019)

Sample Information

Sample Taken Date10/31/2019 Sample Unique Key4
Date that the sample was received by the laboratory/organization performing the testing11/01/2019 Sample typeVerification
A brief description of the sample3/8 HMA-A-SP R15 The quantity of what the sample constitutesPSUE 7 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byBlue Diamond Materials Victorville
Last name of sampler or witnessed byQC Title of sampler
Telephone number of sampler Laboratory sample identification0671A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameAgcon-Oro Grande, Cemex-White Mountain
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)91-36-0046, 91-36-0106
The fabricator's/manufacturer's product name for the sample3/8 HMA-A-SP R15 The fabricator/manufacturer designation for the sample300153-WM
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Blue Diamond Victorville Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-10-31-4
DIME Test ID: 2019-10-31-4-8
Testing Lab: CT D08 - Fontana Southern 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: 2020-05-07

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Danilo Ferrer
Date of test: 11/13/2019
Bulk dry specific gravity: 2.59
Average uncompacted voids: 43.7 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/7/2020 ✔