Summary for Test 2019-03-16-3-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 212889
DEA: 073009U4
EFIS: 0714000238
DIST-CO-RTE-PM07-LA-110-R0.7/24.1
Award Date04/03/2018
Closeout Date06/30/2021
Work DescriptionREPLACE CONCRETE PAVEMENT, COLD PLANE AND PLACE HMA PAVEMENT.
Location DescriptionLOS ANGELES COUNTY IN AND NEAR LOS ANGELES AND CARSON FROM GAFFEY STREET TO 0.1 MILE SOUTH OF COLLEGE STREET OVERCROSSING
QA Service Level1 (Verified on 06/21/2018)

Sample Information

Sample Taken Date03/16/2019 Sample Unique Key3
Date that the sample was received by the laboratory/organization performing the testing03/25/2019 Sample typeVerification
A brief description of the sample3/4" HMA-A R15 PG64-10 The quantity of what the sample constitutes20 boxes
From where was the sample collectedSource First name of sampler or witnessed byG
Last name of sampler or witnessed byZubieta Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameAll American Asphalt-Irwindale
Transportation Laboratory (TL) Number Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifierNot set Structure nameNot set
Bid ItemNot set

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading3/4 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set
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: 2019-03-16-3
DIME Test ID: 2019-03-16-3-5
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: 2019-04-05

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: Gustavo Chao
Date of test: 03/28/2019
Wet 1Wet 2Wet 3Dry 1Dry 2Dry 3
Untreated

184 psi

245 psi

75
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 4/5/2019 ✔