Summary for Test 2019-09-20-7-8

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 214032
DEA: 09378604
EFIS: 0918000080
DIST-CO-RTE-PM09-KER-58-R128.9/R135.1
Award Date05/13/2019
Closeout Date12/02/2019
Work DescriptionCOLD PLANE AC PAVEMENT AND PLACE HMA.
Location DescriptionKERN COUNTY NEAR BORON FROM 1.3 MILES EAST OF CALIFORNIA CITY BOULEVARD TO 1.3 MILES WEST OF TWENTY MULE TEAM OVERCROSSING
QA Service LevelNOT VERIFIED

Sample Information

Sample Taken Date09/20/2019 Sample Unique Key7
Date that the sample was received by the laboratory/organization performing the testing09/24/2019 Sample typeVerification
A brief description of the sample3/4 HMA-A-SP R25 The quantity of what the sample constitutes10k Milestone 15 bags
From where was the sample collectedManufacturer First name of sampler or witnessed byTim
Last name of sampler or witnessed byReyes Title of sampler
Telephone number of sampler Laboratory sample identification0560A-19
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Little Rock
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)91-19-0008::LITTLEROCK
The fabricator's/manufacturer's product name for the sample3/4 HMA-A-SP R25 The fabricator/manufacturer designation for the sample1468
The plant numberUnknown A detailed description of where the material sample was collectedBelt Cut at Granite Little Rock Plant
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/4 inch
The concrete mix design numberUnknown Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2019-09-20-7
DIME Test ID: 2019-09-20-7-8
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: 2019-10-07

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Satish Jain
Date of test: 09/26/2019
Bulk dry specific gravity: 2.72
Average uncompacted voids: 48.0 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/7/2019 ✔