Summary for Test 2020-05-04-20-5

Test performed: AASHTO T324-14

Project Information

Project IdentifiersProject ID: 213884
DEA: 051F1004
EFIS: 0513000057
Permit Numbers: 0519NOP0704 0520NDP0091
DIST-CO-RTE-PM05---82.18/-1
Award Date01/07/2020
Closeout Date08/17/2022
Work DescriptionRe-align on and off-ramps at NB interchange. Signalize the intersection, revise pavement delineation and markings on Clark Avenue, minor pavement rehabilitation, guardrail replacement and widening at southbound off-ramp.Construct interchange improvements at US Highway 101 and Clark Avenue accordin
Location DescriptionUS Highway 101, Orcutt unincorporated
QA Service Level1 (Verified on 02/18/2020)

Sample Information

Sample Taken Date05/04/2020 Sample Unique Key20
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 testing05/07/2020
Sample typeVerification A brief description of the sampleBoxes of RHMA-G
The quantity of what the sample constitutesOne JMF Verification From where was the sample collectedManufacturer
First name of sampler or witnessed bySal Last name of sampler or witnessed byLopez
Title of sampler Telephone number of sampler
Laboratory sample identification Linked DIME Sample ID
The fabricator/manufacturer/facility nameGranite Buellton Transportation Laboratory (TL) Number
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 numberUnknown
Sublot numberUnknown JMF Verification ID JMF3513-2020-120

Test Details

DIME Sample ID: 2020-05-04-20
DIME Test ID: 2020-05-04-20-5
Testing Lab: CT D05 - San Luis Obispo Field 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: 2020-05-13

Test Results


Input Type: Calculated
Tester's full name: E. Atkins
Date of test: 05/12/2020
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth average:no data
Impression at specified number of passes average:no data
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A):15000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B):15000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A):3.51 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B):3.51 mm
Stripping Inflection Point (Wheel A):>25000
Stripping Inflection Point (Wheel B):>25000
General comments (publicly viewable) (Max 1000 characters): Inflection point is report only with CPD 19-8 CCO. 3.51 mm is average rut depth of both the left and right sides.

Test was verified on 5/13/2020