Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-111-23.5/32.1
Work Description: COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS.
Location Description: IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115
Contractor Name: HAZARD CONSRUCTION ENGR,LLC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-09-22-40
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-22-40-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 39 API Val
Binder content (%): 4.5
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-09-22-40-2
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: 10/15/2025
Date Tested: 10/15/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 2.521 / Tested 2.511
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
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Method Performed
|
Mechanical Agitation - Method A
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Mass of container filled with water
|
7475.6 grams
|
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Mass of oven-dry sample in air for Sample 1
|
1566.1 grams
|
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Mass of container filled with the sample and water for Sample 1
|
8418 grams
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Temperature of Water
|
77 °F
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Specific Gravity for Sample 1
|
2.511
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Theoretical maximum density at 25°C (77°F)
|
156.3 lb/ft^3
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DIME Test ID: 2025-09-22-40-3
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: 10/15/2025
Date Tested: 10/15/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Gmb within Department spec
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.401
|
|
Bulk Specific Gravity 2
|
2.406
|
|
Bulk Specific Gravity 3
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2.401
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Average Bulk Specific Gravity
|
2.403
|
DIME Test ID: 2025-09-22-40-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/15/2025
Date Tested: 10/15/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 5.0% +/- 1.5 % / Tested an Avg of 4.3 %
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.4 %
|
|
Percent Air Voids 2
|
4.2 %
|
|
Percent Air Voids 3
|
4.4 %
|
|
Average Percent Air Voids
|
4.3 %
|
DIME Test ID: 2025-09-22-40-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/03/2025
Date Tested: 10/29/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target WET > 70 psi Target DRY > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
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278 psi
|
|
Average Wet Tensile Strength
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231 psi
|
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Tensile Strength Ratio
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0.83
|
DIME Test ID: 2025-09-22-40-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/03/2025
Date Tested: 10/27/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target < 12.7 mm Tested an Avg of 2.02 mm
.
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
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PMLC
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Test Temperature
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131 F
|
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Air Void Content for specimen A-1
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6.5 %
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Air Void Content for specimen A-2
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6.8 %
|
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Air Void Content for specimen B-1
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6.8 %
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Air Void Content for specimen B-2
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6.6 %
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Stripping Inflection Point (Wheel A)
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>20000
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Stripping Inflection Point (Wheel B)
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>20000
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Maximum impression at 5000 passes (left wheel)
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1.34 mm
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Maximum impression at 5000 passes (right wheel)
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1.09 mm
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Average impression at 5000 passes (left/right avg)
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1.22 mm
|
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Maximum impression at 10000 passes (left wheel)
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1.68 mm
|
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Maximum impression at 10000 passes (right wheel)
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1.31 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.5 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.01 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.48 mm
|
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Average impression at 15000 passes (left/right avg)
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1.74 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.35 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
1.69 mm
|
|
Average impression at 20000 passes (left/right avg)
|
2.02 mm
|
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Average impression at 25000 passes (left/right avg)
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no data
|
DIME Test ID: 2025-09-22-40-7
Test Method: AASHTO T308-25: 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: 12/02/2025
Date Tested: 11/18/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Split out 10 C.F. Samples
Test Result Compliance: does not comply
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
4021.4 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5579.8 g
|
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Corrected Asphalt Binder Content
|
5.8 %
|
|
Mass of HMA Sample prior to ignition
|
1558.4 g
|
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Mass Loss
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97.8 g
|
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Mass of aggregate remaining after ignition
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1460.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.48 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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no data0 %
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|
Test Temperature
|
538 C
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