Summary for Test 2022-07-24-5-1

Test performed: AASHTO T27-14

Project Information

Project IdentifiersProject ID: 993659
DEA: 021J4204
EFIS: 0220000076
DIST-CO-RTE-PM02-SHA-273-11.8/12.6
Award Date05/10/2022
Closeout Date10/06/2022
Work DescriptionCONSTRUCT HMA STRUCTURAL SHOULDER SECTIONS AND MODIFY SIGNAL SYSTEM.
Location DescriptionSHASTA COUNTY IN REDDING FROM CLEAR CREEK ROAD TO 0.4 MILE NORTH OF WESTWOOD AVENUE
QA Service Level1 (Verified on 04/05/2022)

Sample Information

Sample Taken Date07/24/2022 Sample Unique Key5
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 testing08/26/2022
Sample typeAcceptance A brief description of the sampleCombined Lime Treated 3/4-inch Type A Aggregate
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJ.D. Last name of sampler or witnessed byAtkinson
Title of sampler Telephone number of sampler
Laboratory sample identificationD79114F Linked DIME Sample ID2022-07-24-3, 2022-07-24-4
The fabricator/manufacturer/facility nameTullis – Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number037275
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 sample The fabricator/manufacturer designation for the sample
The plant number A detailed description of where the material sample was collectedMathematically Combined Gradation per CT 384
Where the material sample would have been placed if not sampled Primary Aggregate Nominal Size3/4 inch
The concrete mix design number Lot number
Sublot number Aggregate Mix NumberNot set

Test Details

DIME Sample ID: 2022-07-24-5
DIME Test ID: 2022-07-24-5-1
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Test Release Date: 2022-08-04

Test Results


What type of gradation is being tested?: HMA Gradation
Individual or cumulative mass retained on each sieve?: Cumulative Mass Retained
Does this test use 1/4 sieve? (question for HMA Gradation Type): No
Has the fine aggregate sample been reduced?: No
Input Type: Calculated
Tester's full name: Darrell Valasek
Date of test: 08/03/2022
Cumulative percent passing the 1 1/2 in. sieve: 100 %
Cumulative percent passing the 1 in. sieve: 100 %
Cumulative percent passing the 3/4 in. sieve: 100 %
Cumulative percent passing the 1/2 in. sieve: 88 %
Cumulative percent passing the 3/8 in. sieve: 64 %
Cumulative percent passing the #4 sieve: 38 %
Cumulative percent passing the #8 sieve: 25 %
Cumulative percent passing the #16 sieve: 17 %
Cumulative percent passing the #30 sieve: 12 %
Cumulative percent passing the #50 sieve: 8 %
Cumulative percent passing the #100 sieve: 6 %
Cumulative percent passing the #200 sieve: 4.3 %
General comments (publicly viewable) (Max 1000 characters): 76.0% Virgin Aggregate, 24.0% Reclaimed Aggregate

Test was verified on 8/4/2022