Summary for Test 2023-08-11-99-7

Test performed: CTM 389-19

Project Information

Project IdentifiersProject ID: 215157
DEA: 021H5704
EFIS: 0216000036
DIST-CO-RTE-PM02-SHA-299-67.8/77.8
Award Date02/09/2023
Closeout DateNot set
Work DescriptionBURNEY CAPM - PAVEMENT REHABILITATION
Location DescriptionBUNCH GRASS LOOKOUT RD TO NAPA LN
QA Service Level1 (Verified on 09/03/2020)

Sample Information

Sample Taken Date08/11/2023 Sample Unique Key99
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 testing08/11/2023
Sample typeProduction Start-Up A brief description of the sampleLime Treated 3/4-inch RHMA-G (PG 64-16 CR) with virgin PG 64-16 from Valero (Benicia, CA) and WMA (Water Shear Injection)
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedManufacturer
First name of sampler or witnessed byCindy Last name of sampler or witnessed byBryant
Title of sampler Telephone number of sampler
Laboratory sample identificationD79323 Linked DIME Sample ID
The fabricator/manufacturer/facility nameJF Shea Construction — Fawndale Rock and Asphalt (Redding, CA) Transportation Laboratory (TL) Number857941
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeHot Mix Asphalt HMA TypeRHMA-G
HMA Grading3/4 inch Lot number
Sublot number HMA Mix Number

Test Details

DIME Sample ID: 2023-08-11-99
DIME Test ID: 2023-08-11-99-7
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: 2024-02-01

Test Results


Specified number of passes at 12.7 mm: 15000
Input Type: Measured
Tester's full name: Dennis Hickey
Date of test: 08/28/2023
Test Temperature: 122 F
HMA Production: Field Plant Produced
Compaction Method: SGC Cylindrical Specimen
Type and Amount of Anti-Stripping Additive: 1.0% Lime
Stripping Inflection Point (Wheel A): >15000
Stripping Inflection Point (Wheel B): >15000
Maximum impression at 5000 passes (left wheel): 0.97 mm
Maximum impression at 5000 passes (right wheel): 1.03 mm
Average impression at 5000 passes (left/right avg): 1 mm
Maximum impression at 10000 passes (left wheel): 1.13 mm
Maximum impression at 10000 passes (right wheel): 1.19 mm
Average impression at 10000 passes (left/right avg): 1.16 mm
Maximum impression at 15000 passes (left wheel): 1.35 mm
Maximum impression at 15000 passes (right wheel): 1.46 mm
Average impression at 15000 passes (left/right avg): 1.41 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
General comments (publicly viewable) (Max 1000 characters): CT 389: Nf>15000, SIP>15000, CT 360: SA=0.2g/cm²

Test was verified on 2/1/2024