Summary for Test 2020-04-03-14-3

Test performed: AASHTO T335-09r13

Project Information

Project IdentifiersProject ID: 214516
DEA: 024H2404
EFIS: 0218000098
DIST-CO-RTE-PM02-TRI-3-32.0/38.0,53.7/63.8
Award Date12/23/2019
Closeout Date02/18/2021
Work DescriptionPLACE HMA (TYPE A) OVERLAY, SHOULDER BACKING, AND TRAFFIC STRIPE.
Location DescriptionTRINITY COUNTY NEAR WEAVERVILLE FROM 0.4 MILE NORTH OF BROWNS RANCH ROAD TO 0.1 MILE NORTH OF RUSH CREEK ROAD AND FROM EAST FORK STUART BRIDGE TO 2.4 MILES NORTH OF EL DORADO WAY
QA Service Level1 (Verified on 01/22/2020)

Sample Information

Sample Taken Date04/03/2020 Sample Unique Key14
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 testing04/03/2020
Sample typeVerification A brief description of the sampleLab-Batched 3/8-inch Type A Untreated Virgin Aggregate
The quantity of what the sample constitutesJMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD78372F Linked DIME Sample ID2020-04-03-12, 2020-04-03-13
The fabricator/manufacturer/facility nameShasta Ranch Aggregates - Anderson, CA Transportation Laboratory (TL) Number853454
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)91-45-0057::SHASTA RANCH AGGREGATES
The fabricator's/manufacturer's product name for the sampleUnknown The fabricator/manufacturer designation for the sampleUnknown
The plant numberUnknown A detailed description of where the material sample was collectedLab-Batched from Sized Untreated Aggregate Stockpiles
Where the material sample would have been placed if not sampledUnknown Primary Aggregate Nominal Size3/8 inch
The concrete mix design numberJMF 20-01-S1 Lot numberUnknown
Sublot numberUnknown Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-03-14
DIME Test ID: 2020-04-03-14-3
Testing Lab: CT D02 - Redding Northern Regional 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: 2020-05-11

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: Colt Sweeny
Date of test: 05/04/2020
Mass of fractured, coarse, 2 faced particles tested: 432.9 g
Mass of questionable, coarse, 2 faced particles tested: 3.1 g
Mass of unfractured, coarse, 2 faced particles tested: 3.3 g
Mass of fractured, coarse, 1 faced particles tested: 435.6 g
Mass of questionable, coarse, 1 faced particles tested: 1.6 g
Mass of unfractured, coarse, 1 faced particles tested: 2.1 g
Mass of fractured, fine, 1 faced particles tested: 27.3 g
Mass of questionable, fine, 1 faced particles tested: 0 g
Mass of unfractured, fine, 1 faced particles tested: 0 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: 0 %
Percentage of fractured, coarse, 2 faced particles tested: 99 %
Percentage of fractured, coarse, 1 faced particles tested: 99 %
Percentage of fractured, fine, 1 faced particles tested: 100 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/11/2020