Summary for Test 2020-07-24-37-7

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214562
DEA: 040J7104
EFIS: 0414000029
DIST-CO-RTE-PM04-SOL-80-1.8/4.4
Award Date03/17/2020
Closeout Date02/29/2024
Work DescriptionRAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/03/2019)

Sample Information

Sample Taken Date07/24/2020 Sample Unique Key37
Will the laboratory/organization for which you are a member perform testing on this material sample?No Date that the sample was received by the laboratory/organization performing the testing07/24/2020
Sample typeVerification A brief description of the sample1/2 inch Aggregate and Fine Aggregate
The quantity of what the sample constitutes9 Bags From where was the sample collectedFabricator
First name of sampler or witnessed byCTInspectorIArechiga Last name of sampler or witnessed byCTInspectorIArechiga
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameSYAN VALLEJO Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeAggregate Source Identification (SMARA, name of Pit or Job Site)91-48-0002::LAKE HERMAN QUARRY
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 collectedBatch 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: 2020-07-24-37
DIME Test ID: 2020-07-24-37-7
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Test Release Date: 2020-08-17

Test Results


Method: 2 - Individual Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Calculated
Tester's full name: Babak Kamranimoghaddam
Date of test: 08/14/2020
Weighted average percentage of fractured, coarse, 2 faced particles: 96 %
Weighted average percentage of fractured, coarse, 1 faced particles: 100 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/17/2020