Summary for Test 2023-04-10-45-2

Test performed: AASHTO T275-07r12

Project Information

Project IdentifiersProject ID: 212737
DEA: 060S8304
EFIS: 0615000046
DIST-CO-RTE-PM06-FRE-5-44.4-45.4
Award Date05/26/2022
Closeout Date05/09/2025
Work DescriptionTUMEY GULCH ABUTMENT REHAB BR# 42-0246L/R.
Location DescriptionIN FRESNO COUNTY AT TUMEY GULCH.
QA Service Level1 (Verified on 09/25/2018)

Sample Information

Sample Taken Date04/10/2023 Sample Unique Key45
Date that the sample was received by the laboratory/organization performing the testing04/10/2023 Sample typeQuality Assurance
A brief description of the sample3/4 HMA-A R25 The quantity of what the sample constitutes750 Tons
From where was the sample collectedManufacturer First name of sampler or witnessed byTomas
Last name of sampler or witnessed bySilva Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameGranite Colinga
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 number3
Sublot number6 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: 2023-04-10-45
DIME Test ID: 2023-04-10-45-2
Testing Lab: CT D06 - Millbrook 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: 2023-04-21

Test Results


Number of tests: 3
What test procedure is performed?: Method A
Input Type: Measured
Tester's full name: Allen Oliver
Date of test: 04/18/2023
123
896.6 g1108.3 g1013.0 g
905.5 g1117.9 g1022.3 g
504.6 g625.3 g569.4 g
0.9 0.9 0.9

2.293

2.300

2.289

2.294
General comments (publicly viewable) (Max 1000 characters): 6A=93.8% 6B=94.1% 6C=93.7%

Test was verified on 4/21/2023 ✔