Print Report | Back to Sample Detail

Sample Record for 2023-06-15-52

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994436 DEA: 11080284 EFIS: 1117000085 QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-98-32.1/32.5
Work Description: Place HMA, minor concrete, modify drainage, landscape and electrical.
Location Description: IMPERIAL COUNTY IN CALEXICO FROM OLLIE AVENUE TO 0.1 MILE EAST OF ROCKWOOD AVENUE
Contractor Name: Ral Investment Corporation
Contractor Address: 10065 Old Grove Rd Ste 200, San Diego, CA, 92131-1664
Resident Engineer: Daniel HERNANDEZ DUARTE Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-15-52
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 688-1570
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/16/2023
The quantity of what the sample constitutes: 8 boxes 5 bags
A brief description of the sample: 1-1/2" HMA
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway

Material Information

HMA Type: Type A HMA
HMA Grading: Not Applicable
Lot number:
Sublot number:
HMA Mix Number: 16
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-06-15-52-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 08/11/2023
Date Tested: 08/07/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 4010.1 g
Mass of the specimen and specimen basket assembly prior to ignition 8058.9 g
Mass of HMA Sample prior to ignition 4048.8 g
Corrected Asphalt Binder Content 4.29 %
Mass Loss 167.3 g
Mass of aggregate remaining after ignition 3881.5 g
Correction Factor (Percent by mass of HMA Specimen) -0.16 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.00 %
Test Temperature 538 F

Test 2 of 7

DIME Test ID: 2023-06-15-52-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 08/11/2023
Date Tested: 08/01/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of Samples 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 1 10199.0 grams
Mass of oven-dry sample in air for Sample 1 4053.4 grams
Mass of container filled with the sample and water for Sample 1 12644.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.521
Theoretical maximum density at 25°C (77°F) 156.9 lb/ft^3

Test 3 of 7

DIME Test ID: 2023-06-15-52-3
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: 08/11/2023
Date Tested: 08/02/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.423
Bulk Specific Gravity 2 2.429
Bulk Specific Gravity 3 2.414
Average Bulk Specific Gravity 2.422

Test 4 of 7

DIME Test ID: 2023-06-15-52-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/11/2023
Date Tested: 08/02/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 4.2 %
Percent Air Voids Average 3.9 %

Test 5 of 7

DIME Test ID: 2023-06-15-52-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/11/2023
Date Tested: 08/08/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 210 psi
Average Wet Tensile Strength 162 psi
Tensile Strength Ratio 0.77

Test 6 of 7

DIME Test ID: 2023-06-15-52-6
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: 08/11/2023
Date Tested: 08/07/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test: Cores
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.296
Bulk Specific Gravity 2 2.308
Bulk Specific Gravity 3 2.289
Average Bulk Specific Gravity 2.298

Test 7 of 7

DIME Test ID: 2023-06-15-52-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/11/2023
Date Tested: 08/07/2023
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 7177 Opportunity Road,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92111
Organization Email: dave.m.cortez@dot.ca.gov
Organization Phone: (858) 688-1570
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test Temperature 131 F
Type and Amount of Anti-Stripping Additive 1.0%
Stripping Inflection Point (Wheel A) >25000
Stripping Inflection Point (Wheel B) >12500
Maximum impression at 5000 passes (left wheel) 1.29 mm
Maximum impression at 5000 passes (right wheel) 1 mm
Average impression at 5000 passes (left/right avg) 1.15 mm
Maximum impression at 10000 passes (left wheel) 1.52 mm
Maximum impression at 10000 passes (right wheel) 1.09 mm
Average impression at 10000 passes (left/right avg) 1.31 mm
Maximum impression at 15000 passes (left wheel) 1.65 mm
Maximum impression at 15000 passes (right wheel) 1.19 mm
Average impression at 15000 passes (left/right avg) 1.42 mm
Maximum impression at 20000 passes (left wheel) 1.74 mm
Maximum impression at 20000 passes (right wheel) 1.28 mm
Average impression at 20000 passes (left/right avg) 1.51 mm
Average impression at 25000 passes (left/right avg) 1.59 mm