Summary for Test 2024-08-09-39-4

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 994327
DEA: 081G4704
EFIS: 0816000001
DIST-CO-RTE-PM08-RIV-74-3.1/53.5
Award Date04/06/2023
Closeout Date10/05/2026
Work DescriptionSTRUCTURAL CONC BR, CONC SLAB, HMA (TYPE A), ALT CRASH CUSHION SYSTEM.
Location DescriptionRIVERSIDE COUNTY NEAR LAKE ELSINORE AT MORRILL CANYON BRIDGE AND NEAR HEMET AT STRAWBERRY CREEK BRIDGE.
QA Service Level1 (Verified on 06/08/2023)

Sample Information

Sample Taken Date08/09/2024 Sample Unique Key39
Date that the sample was received by the laboratory/organization performing the testing08/12/2024 Sample typeProduction Start-Up
A brief description of the sample3/4" HMA A SP R15 The quantity of what the sample constitutes16 BOXES OF HMA, 2 QTS OF PG64-28PM
From where was the sample collectedManufacturer First name of sampler or witnessed byGABRIEL
Last name of sampler or witnessed byRAMIREZ Title of sampler
Telephone number of sampler Laboratory sample identification0384-24
Linked DIME Sample ID The fabricator/manufacturer/facility nameAAA Corona
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number105927
Binder content (%)Not set Virgin binder PGNot set
Design binder PGNot set Binder SupplierNot set
RAP content (%)Not set WMA AdditivesNot set
Antistrip typeNot set

Test Details

DIME Sample ID: 2024-08-09-39
DIME Test ID: 2024-08-09-39-4
Testing Lab: CT D08 - Fontana Southern 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: 2024-12-10

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Elias Hamel
Date of test: 08/15/2024
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Untreated

123 psi

155 psi

79
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 12/10/2024 ✔