Summary for Test 2020-07-24-38-4

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 214562
DEA: 040J7104
EFIS: 0414000029
DIST-CO-RTE-PM04-SOL-80-1.8/4.4
Award Date03/17/2020
Closeout Date02/29/2024
Work DescriptionRAISE BRIDGE AND PLACE STRUCTURAL CONCRETE.
Location DescriptionSOLANO COUNTY IN VALLEJO AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 12/03/2019)

Sample Information

Sample Taken Date07/24/2020 Sample Unique Key38
Date that the sample was received by the laboratory/organization performing the testing07/24/2020 Sample typeVerification
A brief description of the sample1/2 inch RHMA Sample from Plant The quantity of what the sample constitutes14 boxes
From where was the sample collectedFabricator First name of sampler or witnessed byCTInspectorIArechiga
Last name of sampler or witnessed byCTInspectorIArechiga Title of sampler
Telephone number of sampler Laboratory sample identification
Linked DIME Sample ID The fabricator/manufacturer/facility nameSYAN VALEJO
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 TypeRHMA-G
HMA Grading1/2 inch Lot number
Sublot number 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: 2020-07-24-38
DIME Test ID: 2020-07-24-38-4
Testing Lab: CT D04 - Hayward DME / District Laboratory
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Test Release Date: 2020-08-17

Test Results


Input Type: Measured
Tester's full name: Reza Dineli
Date of test: 08/12/2020
HMA Production: Field Plant Produced
Specified number of passes at 12.7 mm: 15000
Specified number of passes at inflection point: no data
Type and Amount of Anti-Stripping Additive: N/A
Compaction Method: SGC Cylindrical Specimen
Test Temperature: 122 F
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A): 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B): 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A): 3.63 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B): 3.83 mm
Stripping Inflection Point (Wheel A): 24987
Stripping Inflection Point (Wheel B): 24989
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average: 20000
Impression at specified number of passes average: 4 mm
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 8/17/2020 ✔