Sample Record for 2024-09-05-126
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000179 DEA: 081M8504 EFIS: 0822000054
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-111-0.0/18.5
Work Description: RHMA (GAP-GRADED), COLD PLANE AC PVMT, THERMOPLASTIC TRAFFIC STRIPE.
Location Description: RIVERSIDE COUNTY AT SALTON SEA FROM IMPERIAL COUNTY LINE TO 0.1 MILE NORTH OF 66TH AVENUE
Contractor Name: MARTIN MARIETTA SAN DIEGO AGGREGATES LLC DBA ATP GENERAL ENGINEERING CONTRACTORS
Contractor Address: 2225 Kansas Ave, Riverside, CA 92507
Resident Engineer: Khoi Vu Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-09-05-126
TL Number from the TL Form: 7541-6002-4
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/05/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2024
The quantity of what the sample constitutes: 40 Boxes, 2QTS PG64-16, 2QTs RB, 3 bags each (3/4",1/2",3/8", Rock Dust)
A brief description of the sample: 3/4"RHMA
From where was the sample collected: Supplier
Laboratory sample identification: 0459G-24
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: MM Coachella
Material Information
HMA Type: RHMA-G
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 43418180
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 6
DIME Test ID: 2024-09-05-126-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 213-792-4794
This test has been superseded on 12/10/2024.
Reason: retested
Test 2 of 6
DIME Test ID: 2024-09-05-126-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/10/2024
Date Tested: 09/13/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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2.6 %
|
|
Percent Air Voids 2
|
2.5 %
|
|
Percent Air Voids 3
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2.4 %
|
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Average Percent Air Voids
|
2.5 %
|
Test 3 of 6
DIME Test ID: 2024-09-05-126-3
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: 12/10/2024
Date Tested: 09/12/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
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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 1
|
7351.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2556.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8836.9 grams
|
|
Temperature of Water
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77 °F
|
|
Specific Gravity for Sample 1
|
2.388
|
|
Theoretical maximum density at 25°C (77°F)
|
2381 kg/m^3
|
Test 4 of 6
DIME Test ID: 2024-09-05-126-4
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: 12/10/2024
Date Tested: 09/13/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.326
|
|
Bulk Specific Gravity 2
|
2.328
|
|
Bulk Specific Gravity 3
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2.331
|
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Average Bulk Specific Gravity
|
2.328
|
Test 5 of 6
DIME Test ID: 2024-09-05-126-5
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Method A) (Asphalt Binder Content)
Verified Date: 12/10/2024
Date Tested: 09/12/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
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2123 g
|
|
Corrected Asphalt Binder Content
|
7.82 %
|
|
Mass Loss
|
168.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
-0.04 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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538 C
|
Test 6 of 6
DIME Test ID: 2024-09-05-126-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 12/10/2024
Date Tested: 09/15/2024
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
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
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
4.18 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
3.35 mm
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
