Summary for Test 2020-04-21-27-5

Test performed: AASHTO T283-14

Project Information

Project IdentifiersProject ID: 214253
DEA: 051J0404
EFIS: 0517000054
DIST-CO-RTE-PM05-SLO,MON-46,101-49.5,R3.1/R5.2
Award Date11/01/2019
Closeout Date09/25/2020
Work DescriptionINSTALL ELECTRIC VEHICLE CHARGING STATIONS.
Location DescriptionSAN LUIS OBISPO AND MONTEREY COUNTIES ON ROUTE 46 AT SHANDON SAFETY ROADSIDE REST AREA AND ON ROUTE 101 AT CAMP ROBERTS SAFETY ROADSIDE REST AREAS
QA Service Level1 (Verified on 09/06/2019)

Sample Information

Sample Taken Date04/21/2020 Sample Unique Key27
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 testing04/29/2020
Sample typeVerification A brief description of the sampleBoxes of HMA-A
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed byBrandon Last name of sampler or witnessed byWood
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameCalPortland Paso Robles Transportation Laboratory (TL) Number
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeType A HMA
HMA Grading1/2 inch Lot numberUnknown
Sublot numberUnknown HMA Mix NumberNot set

Test Details

DIME Sample ID: 2020-04-21-27
DIME Test ID: 2020-04-21-27-5
Testing Lab: CT D05 - San Luis Obispo District 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: 2020-05-15

Test Results


Unit system used?: SI Units
Input Type: Calculated
Tester's full name: QC
Date of test: 04/28/2020
Specimen Treatment: Treated
Average Dry Tensile Strength: 262 psi
Average Wet Tensile Strength: 140 psi
Tensile Strength Ratio: 53.4
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 5/15/2020