Summary for Test 2021-10-27-37-1

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 215360
DEA: 112N0454
EFIS: 1118000198
DIST-CO-RTE-PM11-SD-94-30.0/39.0
Award Date02/18/2021
Closeout Date08/02/2022
Work DescriptionPLACING CHIP SEAL, SLURRY SEAL, SHOULDER BACKING AND STRIPING.
Location DescriptionSAN DIEGO COUNTY NEAR DULZURA AND BARRETT JUNCTION FROM 0.9 MILE EAST OF GRANDE CREEK BRIDGE TO ROUTE 188.
QA Service Level1 (Verified on 02/08/2021)

Sample Information

Sample Taken Date10/27/2021 Sample Unique Key37
Will the laboratory/organization for which you are a member perform testing on this material sample?Yes Date that the sample was received by the laboratory/organization performing the testing11/26/2021
Sample typeQuality Control A brief description of the sampleAggregates
The quantity of what the sample constitutes3 boxes 2 bags From where was the sample collectedSource
First name of sampler or witnessed byNot Provided Last name of sampler or witnessed byNot Provided
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCCA 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)CCA
The fabricator's/manufacturer's product name for the sampleCCA 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: 2021-10-27-37
DIME Test ID: 2021-10-27-37-1
Testing Lab: CT D11 - District 11 Materials 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: 2022-01-07

Test Results


Method: 1 - Combined Fracture Determination
Aggregate Size and Fracture Type: Coarse 1 and 2 Faced and Fine 1 Faced
Input Type: Measured
Tester's full name: Daniel Smith
Date of test: 12/30/2021
Mass of fractured, coarse, 2 faced particles tested: 1000 g
Mass of questionable, coarse, 2 faced particles tested: 10 g
Mass of unfractured, coarse, 2 faced particles tested: 12 g
Mass of fractured, coarse, 1 faced particles tested: 978 g
Mass of questionable, coarse, 1 faced particles tested: 0 g
Mass of unfractured, coarse, 1 faced particles tested: 16 g
Mass of fractured, fine, 1 faced particles tested: 400 g
Mass of questionable, fine, 1 faced particles tested: 5 g
Mass of unfractured, fine, 1 faced particles tested: 6 g
Percentage of questionable, coarse, 2 faced particles tested: 1 %
Percentage of questionable, coarse, 1 faced particles tested: 0 %
Percentage of questionable, fine, 1 faced particles tested: 1 %
Percentage of fractured, coarse, 2 faced particles tested: 98 %
Percentage of fractured, coarse, 1 faced particles tested: 98 %
Percentage of fractured, fine, 1 faced particles tested: 98 %
General comments (publicly viewable) (Max 1000 characters): Pass

Test was verified on 1/7/2022