DIME » All Projects » Project DEA: 021J4604 » Sample 2021-06-21-28 » View Test Details

Summary for Test 2021-06-21-28-6

Test performed: CTM 389-19

Project Information

Project IdentifiersProject ID: 215251
DEA: 021J4604
EFIS: 0220000081
DIST-CO-RTE-PM02-SIS-96-34.5/38.8,88.0/92.0
Award Date02/02/2021
Closeout Date09/27/2021
Work DescriptionHMA OVERLAY, REPLACE AC SURFACING, SHOULDER BACKING & TRAFFIC STRIPE.
Location DescriptionSISKIYOU COUNTY NEAR HAPPY CAMP FROM 0.1 MILE EAST OF OAK FLAT CREEK BRIDGE TO 0.1 MILE EAST OF BENJAMIN CREEK ROAD AND FROM 0.3 MILE WEST OF BEAVER CREEK BRIDGE TO 1.0 MILE WEST OF LUMGREY CREEK BRIDGE
QA Service Level1 (Verified on 10/30/2020)

Sample Information

Sample Taken Date06/21/2021 Sample Unique Key28
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 testing06/21/2021
Sample typeDepartment Acceptance A brief description of the sample16 boxes of Lime Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero - Benicia
The quantity of what the sample constitutesProduction Start-Up Evaluation From where was the sample collectedJob Site
First name of sampler or witnessed byDevin Last name of sampler or witnessed byOwens
Title of samplerPEI Telephone number of sampler
Laboratory sample identificationD78849 Linked DIME Sample ID
The fabricator/manufacturer/facility nameTullis - Northstate Asphalt - Redding, CA Transportation Laboratory (TL) Number853077
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 Grading3/8 inch Lot numberUnknown
Sublot numberUnknown 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: 2021-06-21-28
DIME Test ID: 2021-06-21-28-6
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: 2022-01-25

Test Results


Specified number of passes at 12.7 mm: 15000
Specimen Preparation Method:
Input Type: Measured
Tester's full name: Colt Sweeny
Date of test: 06/24/2021
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): 1.18 mm
Maximum impression at 5000 passes (right wheel): 1.44 mm
Average impression at 5000 passes (left/right avg): 1.31 mm
Maximum impression at 10000 passes (left wheel): 1.35 mm
Maximum impression at 10000 passes (right wheel): 1.72 mm
Average impression at 10000 passes (left/right avg): 1.54 mm
Maximum impression at 15000 passes (left wheel): 1.41 mm
Maximum impression at 15000 passes (right wheel): 1.82 mm
Average impression at 15000 passes (left/right avg): 1.62 mm
Maximum impression at 20000 passes (left wheel): no data mm
Maximum impression at 20000 passes (right wheel): no data mm
Average impression at 20000 passes (left/right avg): no data mm
Maximum impression at 25000 passes (left wheel): no data mm
Maximum impression at 25000 passes (right wheel): no data mm
Average impression at 25000 passes (left/right avg): no data mm
Raw Data: no data
General comments (publicly viewable) (Max 1000 characters): CT 360: 0.2 g/cm² of surface abrasion loss

Test was verified on 1/25/2022 ✔