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Sample Record for 2024-09-24-103

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Project Information

Project ID: 995221 DEA: 024H0004 EFIS: 0218000067 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-97,161-45.0/54.1,0.0/0.8
Work Description: HOT MIX ASPHALT, PAVEMENT DELINEATION, & ELECTRICAL WORK.
Location Description: SISKIYOU COUNTY IN AND NEAR DORRIS ON ROUTE 97 FROM 0.3 MILE SOUTH OF SAMS NECK ROAD TO OREGON STATE LINE AND ON ROUTE 161 FROM ROUTE 97 TO 0.6 MILE EAST OF INDIAN TOM LAKE ROAD
Contractor Name: ROCKY MOUNTAIN CONSTRUCTION
Contractor Address: Unknown
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez

Sample Information

DIME Sample ID: 2024-09-24-103
TL Number from the TL Form: 823621
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 10/01/2024
The quantity of what the sample constitutes: 8 Boxes
A brief description of the sample: 1/2" HMA-A w/15% RAP PG64-28 Albina
From where was the sample collected: Manufacturer
Laboratory sample identification: D79732
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Rocky Mnt Const.

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2024-09-24-103-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 10/10/2024
Date Tested: 10/02/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.452
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? SI Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7332.3 grams
Mass of oven-dry sample in air for Sample 1 1552.1 grams
Mass of container filled with the sample and water for Sample 1 8251.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.452
Theoretical maximum density at 25°C (77°F) 2444.9 kg/m^3

Test 2 of 2

DIME Test ID: 2024-09-24-103-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/10/2024
Date Tested: 10/10/2024
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=118 psi, S2=113 psi, TSR=95%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 118 psi
Average Wet Tensile Strength 113 psi
Tensile Strength Ratio 0.96

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2024-09-24-103-3CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt10/10/2024Not scheduledColt SweenyCT D02 - Redding Northern Regional Laboratory