Summary for Test 2021-09-09-42-7

Test performed: AASHTO T304-11

Project Information

Project IdentifiersProject ID: 214601
DEA: 041J5694
EFIS: 0419000313
DIST-CO-RTE-PM04-SM-101-0.0/21.8
Award Date12/03/2019
Closeout Date09/28/2022
Work DescriptionSan Mateo US 101 Express Lanes North
Location DescriptionNot set
QA Service Level1 (Verified on 04/08/2022)

Sample Information

Sample Taken Date09/09/2021 Sample Unique Key42
Date that the sample was received by the laboratory/organization performing the testing09/14/2021 Sample typeVerification
A brief description of the sample4 Bags of Aggregates The quantity of what the sample constitutes4 Bags
From where was the sample collectedManufacturer First name of sampler or witnessed byJacob
Last name of sampler or witnessed byCruz Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameHanson Sunol
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)91-01-0011
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 collectedHanson Sunol Plant
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: 2021-09-09-42
DIME Test ID: 2021-09-09-42-7
Testing Lab: CT D04 - Hayward DME / 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: 2021-10-14

Test Results


What test method is performed?: Method A
Input Type: Calculated
Tester's full name: Nicholas Shelly
Date of test: 09/23/2021
Bulk dry specific gravity: 2.58
Average uncompacted voids: 45.6 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/14/2021 ✔