Summary for Test 2023-05-09-24-1

Test performed: AASHTO T275-07r12

Project Information

Project IdentifiersProject ID: 993482
DEA: 060V2804
EFIS: 0616000124
DIST-CO-RTE-PM06-KER-184-L0.9/L1.1
Award Date02/24/2022
Closeout Date02/26/2024
Work DescriptionPLACE HMA AND MINOR CONCRETE, REPLACE ELECTRICAL & LIGHTING SYSTEMS.
Location DescriptionKERN COUNTY NEAR LAMONT FROM 0.1 MILE SOUTH TO 0.1 MILE NORTH OF SUNSET BOULEVARD
QA Service Level1 (Verified on 01/03/2022)

Sample Information

Sample Taken Date05/09/2023 Sample Unique Key24
Date that the sample was received by the laboratory/organization performing the testing05/09/2023 Sample typeDepartment Acceptance
A brief description of the sample3/4" HMA Type A with 15% RAP The quantity of what the sample constituteslot 1 SL 1 750 ton
From where was the sample collectedSource First name of sampler or witnessed byPaul
Last name of sampler or witnessed byKlinker Title of sampler
Telephone number of sampler6615498281 Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGriffith Edmonston
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 number1
Sublot number1 HMA Mix Number
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: 2023-05-09-24
DIME Test ID: 2023-05-09-24-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Test Release Date: 2023-05-10

Test Results


Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 05/10/2023
123
1270.2 g1024.6 g1009.1 g
1282.0 g1036.2 g1020.2 g
742.7 g603.0 g591.5 g
2.592 2.592 2.592

2.375

2.390

2.378

2.381
General comments (publicly viewable) (Max 1000 characters): L1SL 1 1A= 93.1%, 1B= 94.0%, 1C=93.5%

Test was verified on 5/10/2023