Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993669 DEA: 112N1164 EFIS: 1121000145
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-186-0.0/2.1
Work Description: COLD PLANE, SAMI, RHMA-G AND PAVEMENT MARKINGS
Location Description: IMPERIAL COUNTY AT ANDRADE FROM MEXICO BORDER TO ROUTE 186/8 SEPARATION
Contractor Name: HAZARD CONSTRUCTION ENGR, LLC
Contractor Address: 10529 VINE STREET, LAKESIDE, CA 92040
Resident Engineer: Daniel Hernandez Duarte Structure Rep.: Unknown
DIME Sample ID: 2023-06-05-40
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: 06/05/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/09/2023
The quantity of what the sample constitutes: 16 boxes 8 bags
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
DIME Test ID: 2023-06-05-40-1
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: 08/16/2023
Date Tested: 06/16/2023
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
|
7477.1 grams
|
Mass of oven-dry sample in air for Sample 1
|
1530.3 grams
|
Mass of container filled with the sample and water for Sample 1
|
8372.9 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.412
|
Theoretical maximum density at 25°C (77°F)
|
150.1 lb/ft^3
|
DIME Test ID: 2023-06-05-40-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/16/2023
Date Tested: 06/16/2023
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
|
5.3 %
|
Percent Air Voids 2
|
5.0 %
|
Percent Air Voids 3
|
3.5 %
|
Percent Air Voids Average
|
4.6 %
|
DIME Test ID: 2023-06-05-40-3
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: 08/16/2023
Date Tested: 06/16/2023
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
|
2.283
|
Bulk Specific Gravity 2
|
2.291
|
Bulk Specific Gravity 3
|
2.327
|
Average Bulk Specific Gravity
|
2.3
|
DIME Test ID: 2023-06-05-40-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/16/2023
Date Tested: 06/22/2023
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
|
164 psi
|
Average Wet Tensile Strength
|
138 psi
|
Tensile Strength Ratio
|
0.84
|
DIME Test ID: 2023-06-05-40-7
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: 08/16/2023
Date Tested: 06/16/2023
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
|
3966.7 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5523.2 g
|
Mass of HMA Sample prior to ignition
|
1556.5 g
|
Corrected Asphalt Binder Content
|
7.45 %
|
Mass Loss
|
117.2 g
|
Mass of aggregate remaining after ignition
|
1439.3 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.08 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.00 %
|
Test Temperature
|
538 F
|
DIME Test ID: 2023-06-05-40-11
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/16/2023
Date Tested: 06/16/2023
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
|
0.8%
|
Stripping Inflection Point (Wheel A)
|
>15000
|
Stripping Inflection Point (Wheel B)
|
>15000
|
Maximum impression at 5000 passes (left wheel)
|
0.91 mm
|
Maximum impression at 5000 passes (right wheel)
|
0.85 mm
|
Average impression at 5000 passes (left/right avg)
|
0.88 mm
|
Maximum impression at 10000 passes (left wheel)
|
1.12 mm
|
Maximum impression at 10000 passes (right wheel)
|
1.04 mm
|
Average impression at 10000 passes (left/right avg)
|
1.08 mm
|
Maximum impression at 15000 passes (left wheel)
|
1.37 mm
|
Maximum impression at 15000 passes (right wheel)
|
1.11 mm
|
Average impression at 15000 passes (left/right avg)
|
1.24 mm
|
Maximum impression at 20000 passes (left wheel)
|
1.48 mm
|
Maximum impression at 20000 passes (right wheel)
|
1.23 mm
|
Average impression at 20000 passes (left/right avg)
|
1.36 mm
|
Average impression at 25000 passes (left/right avg)
|
1.46 mm
|