Summary for Test 2023-10-04-39-1

Test performed: AASHTO T30-19

Project Information

Project IdentifiersProject ID: 214486
DEA: 080K1224
EFIS: 0815000244
DIST-CO-RTE-PM08-SBD-15-R28.6/37.5
Award DateNot set
Closeout DateNot set
Work DescriptionREHBILIATATE EXISTING MAINLINE AND RAMP PAVEMENT
Location DescriptionSAN BERNARDINO COUNTY IN HESPERIA AND VICTORVILLE FROM OAK HILL ROAD OVERCROSSING TO 0.1 MILE SOUTH OF BEAR VALLEY ROAD OVERCROSSING
QA Service Level1 (Verified on 06/23/2021)

Sample Information

Sample Taken Date10/04/2023 Sample Unique Key39
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 testing10/04/2023
Sample typeQuality Assurance A brief description of the sample1" HMA A
The quantity of what the sample constitutes1 bag From where was the sample collectedDistributor
First name of sampler or witnessed byBlue Diamond Last name of sampler or witnessed byQC
Title of samplerQC Telephone number of sampler
Laboratory sample identificationtest 1 121tons out a0710 AM Linked DIME Sample ID
The fabricator/manufacturer/facility nameBlue Diamond Victorville 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 inch Lot number2
Sublot number20 HMA Mix Number300215 CPC R25

Test Details

DIME Sample ID: 2023-10-04-39
DIME Test ID: 2023-10-04-39-1
Testing Lab: CT D08 - Barstow Field Laboratory 1
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Test Release Date: 2023-10-11

Test Results


Does this test use 1/4 sieve?: No
Is an aggregate correction factor used?: No
Input Type: Calculated
Tester's full name: tony price
Date of test: 10/05/2023
Cumulative percent passing the 2 in. sieve: 0 %
Cumulative percent passing the 1 1/2 in. sieve: 0 %
Cumulative percent passing the 1 in. sieve: 99 %
Cumulative percent passing the 3/4 in. sieve: 87 %
Cumulative percent passing the 1/2 in. sieve: 74 %
Cumulative percent passing the 3/8 in. sieve: 67 %
Cumulative percent passing the #4 sieve: 54 %
Cumulative percent passing the #8 sieve: 44 %
Cumulative percent passing the #16 sieve: 33 %
Cumulative percent passing the #30 sieve: 23 %
Cumulative percent passing the #50 sieve: 13 %
Cumulative percent passing the #100 sieve: 8 %
Cumulative percent passing the #200 sieve: 4.8 %
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 10/11/2023