Summary for Test 2023-08-14-100-6

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 994387
DEA: 023J7704
EFIS: 0222000082
DIST-CO-RTE-PM02-SIS-96-97.2/103.0
Award Date12/23/2022
Closeout Date04/11/2024
Work DescriptionRHMA OVERLAY, REPLACE AC SURFACING, GUARDRAIL AND TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY ABOUT 21 MILES EAST OF HORSE CREEK FROM 4.2 MILES EAST OF EMPIRE CREEK BRIDGE TO 0.4 MILE WEST OF ROUTE 263
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date08/14/2023 Sample Unique Key100
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 testing08/14/2023
Sample typeProduction Start-Up A brief description of the sampleLime Treated 1/2-inch RHMA-G (PG 64-16 CR)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJoe Last name of sampler or witnessed byDelgado
Title of sampler Telephone number of sampler
Laboratory sample identificationD79326 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis — Northstate Asphalt (Redding, CA) Transportation Laboratory (TL) Number841611
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading1/2 inch Lot number1
Sublot number1 HMA Mix NumberJMF3513202318

Test Details

DIME Sample ID: 2023-08-14-100
DIME Test ID: 2023-08-14-100-6
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Test Release Date: 2024-02-08

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Murphy, Sweeny, and TM
Date of test: 10/12/2023
Specimen Treatment: Treated
Average Dry Tensile Strength: 119 psi
Average Wet Tensile Strength: 106 psi
Tensile Strength Ratio: 89
General comments (publicly viewable) (Max 1000 characters): S1=119, S2=106, TSR=89%

Test was verified on 2/8/2024