DIME » All Projects » Project DEA: 023J7804 » Sample 2023-06-05-70 » View Test Details

Summary for Test 2023-06-05-70-7

Test performed: CTM 389-19

Project Information

Project IdentifiersProject ID: 994345
DEA: 023J7804
EFIS: 0222000083
DIST-CO-RTE-PM02-TRI-36-15.8/16.9,20.5/24.5
Award Date12/22/2022
Closeout Date08/22/2023
Work DescriptionPLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location DescriptionTRINITY COUNTY NEAR FOREST GLEN FROM 1.1 MILES WEST OF SOUTH FORK TRINITY RIVER BRIDGE TO SOUTH FORK TRINITY RIVER BRIDGE NO. 05-0026 AND FROM UPPER RATTLESNAKE CREEK BRIDGE NO. 05-0073 TO 0.3 MILE WEST OF TRINITY PINES ROAD
QA Service Level1 (Verified on 03/28/2023)

Sample Information

Sample Taken Date06/05/2023 Sample Unique Key70
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 testing06/05/2023
Sample typeProduction Start-Up A brief description of the sample16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-16) with 25.0% RAP and virgin PG 58-22 from Valero – Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byJD Last name of sampler or witnessed byAtkinson
Title of samplerTester Telephone number of sampler
Laboratory sample identificationD79260 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number857934
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 Grading1/2 inch Lot number
Sublot number HMA Mix Number2105
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: 2023-06-05-70
DIME Test ID: 2023-06-05-70-7
Testing Lab: CT D02 - Redding Northern Regional Laboratory
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Test Release Date: 2023-08-03

Test Results


Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 07/20/2023
Test Temperature: 122 F
Compaction Method: SGC Cylindrical Specimen
Air Void Content for specimen A-1: no data
Air Void Content for specimen A-2: no data
Air Void Content for specimen B-1: no data
Air Void Content for specimen B-2: no data
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 1.53 mm
Maximum impression at 5000 passes (right wheel): 1.5 mm
Average impression at 5000 passes (left/right avg): 1.52 mm
Maximum impression at 10000 passes (left wheel): 1.8 mm
Maximum impression at 10000 passes (right wheel): 1.76 mm
Average impression at 10000 passes (left/right avg): 1.78 mm
Maximum impression at 15000 passes (left wheel): 1.98 mm
Maximum impression at 15000 passes (right wheel): 1.98 mm
Average impression at 15000 passes (left/right avg): 1.98 mm
Maximum impression at 20000 passes (left wheel): no data
Maximum impression at 20000 passes (right wheel): no data
Average impression at 20000 passes (left/right avg): no data
Maximum impression at 25000 passes (left wheel): no data
Maximum impression at 25000 passes (right wheel): no data
Average impression at 25000 passes (left/right avg): no data
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters): CT389: Nf>15000, SIP>15000; CT360: SA=0.3g/cm²

Test was verified on 8/3/2023 ✔