Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-07-23-86
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: 07/23/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2026
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:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Pyramid Construction - Heber
DIME Test ID: 2026-07-23-86-1
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: 09/04/2026
Date Tested: 09/01/2026
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 4.63% Tested 4.58% . Saved aggregates for T-30
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3923.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5972.7 g
|
|
Mass of HMA Sample prior to ignition
|
2049.4 g
|
|
Corrected Asphalt Binder Content
|
4.58 %
|
|
Mass Loss
|
103.9 g
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|
Mass of aggregate remaining after ignition
|
1945.5 g
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|
Correction Factor (Percent by mass of HMA Specimen)
|
0.49 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
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DIME Test ID: 2026-07-23-86-2
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: 09/04/2026
Date Tested: 09/01/2026
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 with Mix Design 3512 Target 2.487 - Tested 2.505 . Within the 0.019 spec
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
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
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2542 grams
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|
Mass of container filled with the sample and water for Sample 1
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9002.8 grams
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Temperature of Water
|
77 °F
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Specific Gravity for Sample 1
|
2.505
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|
Theoretical maximum density at 25°C (77°F)
|
155.9 lb/ft^3
|
DIME Test ID: 2026-07-23-86-3
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: 09/04/2026
Date Tested: 09/10/2026
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 Gmb Low to High within 0.024 Gmb
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.377
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Bulk Specific Gravity 2
|
2.382
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Bulk Specific Gravity 3
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2.385
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Average Bulk Specific Gravity
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2.381
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DIME Test ID: 2026-07-23-86-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/04/2026
Date Tested: 09/10/2026
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% )
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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5.1 %
|
|
Percent Air Voids 2
|
4.9 %
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Percent Air Voids 3
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4.8 %
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Average Percent Air Voids
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4.9 %
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DIME Test ID: 2026-07-23-86-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/10/2026
Date Tested: 09/10/2026
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 and DRY > 100 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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219 psi
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Average Wet Tensile Strength
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167 psi
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Tensile Strength Ratio
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0.76
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DIME Test ID: 2026-07-23-86-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/10/2026
Date Tested: 09/08/2026
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 1.88 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
|
7.1 %
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Air Void Content for specimen A-2
|
7.3 %
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Air Void Content for specimen B-1
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7 %
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Air Void Content for specimen B-2
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6.8 %
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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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0.9 mm
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Maximum impression at 5000 passes (right wheel)
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1.25 mm
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Average impression at 5000 passes (left/right avg)
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1.08 mm
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Maximum impression at 10000 passes (left wheel)
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1.25 mm
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Maximum impression at 10000 passes (right wheel)
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1.5 mm
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Average impression at 10000 passes (left/right avg)
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1.38 mm
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Maximum impression at 15000 passes (left wheel)
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1.57 mm
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Maximum impression at 15000 passes (right wheel)
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1.74 mm
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Average impression at 15000 passes (left/right avg)
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1.66 mm
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Maximum impression at 20000 passes (left wheel)
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1.82 mm
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Maximum impression at 20000 passes (right wheel)
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1.98 mm
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Average impression at 20000 passes (left/right avg)
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1.9 mm
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Average impression at 25000 passes (left/right avg)
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no data
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DIME Test ID: 2026-07-23-86-7
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/04/2026
Date Tested: 09/10/2026
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: Does Not Comply - FAILED Seives #30 and #200
Test Result Compliance: does not comply
Additional Comments When Verified:
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Is an aggregate correction factor used?
|
Yes
|
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
-0.3 %
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|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-1.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
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-3.5 %
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Aggregate correction factor for the #8 sieve (% passing)
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-3.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
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-2.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.6 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
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|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
85 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
71 %
|
|
Cumulative percent passing the #4 sieve
|
50 %
|
|
Cumulative percent passing the #8 sieve
|
35 %
|
|
Cumulative percent passing the #16 sieve
|
26 %
|
|
Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
11 %
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|
Cumulative percent passing the #200 sieve
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6.7 %
|
DIME Test ID: 2026-07-23-86-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/10/2026
Date Tested: 09/09/2026
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: Failing #4, #8, #30, and #200 screens.
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-1.1 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-3.5 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
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-3.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-2.5 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.6 %
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 in. sieve
|
100 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
76 %
|
|
Cumulative percent passing the #4 sieve
|
55 %
|
|
Cumulative percent passing the #8 sieve
|
38 %
|
|
Cumulative percent passing the #16 sieve
|
28 %
|
|
Cumulative percent passing the #30 sieve
|
21 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
|
11 %
|
|
Cumulative percent passing the #200 sieve
|
7.1 %
|
