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Sample Record for 2020-01-30-17

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Project Information

Project ID: 214634 DEA: 051M2404 EFIS: 0519000085 QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-101-21.8/22.0
Work Description: Goleta Cross Slope Correction
Location Description:
Contractor Name: CAL PORTLAND CONSTRUCTION
Contractor Address: 1625 E Donovan Road, Santa Maria, CA 93454
Resident Engineer: Kevin Murdock Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-01-30-17
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/30/2020
Date that the sample was received by the laboratory/organization performing the testing: 01/31/2020
The quantity of what the sample constitutes: Verification Testing
A brief description of the sample: 12 x 20 lbs boxes
From where was the sample collected: Manufacturer
Laboratory sample identification: D5 20-J-001
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 6

DIME Test ID: 2020-01-30-17-1
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: 02/12/2020
Date Tested: 02/11/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed no data
Mass of container filled with water 7403.0 grams
Mass of oven-dry sample in air for Sample 1 2901.0 grams
Mass of container filled with the sample and water for Sample 1 9089.0 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.386

Test 2 of 6

DIME Test ID: 2020-01-30-17-2
Test Method: AASHTO T275-07r12: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Paraffin-Coated Specimens (Bulk Specific Gravity)
Verified Date: 02/12/2020
Date Tested: 02/12/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.265
Bulk Specific Gravity 2 2.266
Bulk Specific Gravity 3 2.267
Average Bulk Specific Gravity 2.266

Test 3 of 6

DIME Test ID: 2020-01-30-17-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/12/2020
Date Tested: 02/12/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 5.1 %
Percent Air Voids 2 5 %
Percent Air Voids 3 5 %
Percent Air Voids Average 5 %

Test 4 of 6

DIME Test ID: 2020-01-30-17-4
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/14/2020
Date Tested: 02/14/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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) 1.9 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 1.57 mm
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >25000

Test 5 of 6

DIME Test ID: 2020-01-30-17-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 02/18/2020
Date Tested: 02/18/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test procedure used? Method A
Asphalt Binder Content 5.27 %
Mass of HMA prior to ignition 2276.5 g
Mass of aggregate remaining after ignition 2133.6 g
Correction Factor (Percent by mass of HMA Specimen) 1.01 %
Moisture Content 0 %
Test Temperature 899.6 F

Test 6 of 6

DIME Test ID: 2020-01-30-17-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/20/2020
Date Tested: 02/18/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Average Dry Tensile Strength 228 psi
Average Wet Tensile Strength 197 psi
Tensile Strength Ratio 86.4

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.