Print Report | Back to Sample Detail

Sample Record for 2026-07-21-46

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

Project Information

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

Sample Information

DIME Sample ID: 2026-07-21-46
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: 07/21/2026
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

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: SP 2026
Binder content (%): 0.0
Virgin binder PG:
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type:
Test results on following page(s): 8

Test Results

Test

DIME Test ID: 2026-07-21-46-1
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: 09/03/2026
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: Use Oven #1, Complies, tested 5.74%, max allowed is 5.8%.
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3923.3 g
Mass of the specimen and specimen basket assembly prior to ignition 5474.1 g
Mass of HMA Sample prior to ignition 1550.8 g
Corrected Asphalt Binder Content 5.74 %
Mass Loss 94.9 g
Mass of aggregate remaining after ignition 1455.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.38 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 C

Test

DIME Test ID: 2026-07-21-46-2
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: 09/03/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 7477.8 grams
Mass of oven-dry sample in air for Sample 1 1542.2 grams
Mass of container filled with the sample and water for Sample 1 8397.4 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.477
Theoretical maximum density at 25°C (77°F) 154.2 lb/ft^3

Test

DIME Test ID: 2026-07-21-46-3
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: 09/03/2026
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: N/A
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.381
Bulk Specific Gravity 2 2.382
Bulk Specific Gravity 3 2.383
Average Bulk Specific Gravity 2.382

Test

DIME Test ID: 2026-07-21-46-4
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: 09/03/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.9 %
Percent Air Voids 2 3.8 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 3.8 %

Test

DIME Test ID: 2026-07-21-46-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/08/2026
Date Tested: 09/18/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 232 psi
Average Wet Tensile Strength 181 psi
Tensile Strength Ratio 0.78

Test

DIME Test ID: 2026-07-21-46-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/08/2026
Date Tested: 09/18/2026
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
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 55 F
Air Void Content for specimen A-1 6.8 %
Air Void Content for specimen A-2 6.9 %
Air Void Content for specimen B-1 7.4 %
Air Void Content for specimen B-2 7.4 %
Stripping Inflection Point (Wheel A) >20000
Stripping Inflection Point (Wheel B) >20000
Maximum impression at 5000 passes (left wheel) 1.19 mm
Maximum impression at 5000 passes (right wheel) 0.95 mm
Average impression at 5000 passes (left/right avg) 1.07 mm
Maximum impression at 10000 passes (left wheel) 1.95 mm
Maximum impression at 10000 passes (right wheel) 1.2 mm
Average impression at 10000 passes (left/right avg) 1.58 mm
Maximum impression at 15000 passes (left wheel) 3.93 mm
Maximum impression at 15000 passes (right wheel) 1.56 mm
Average impression at 15000 passes (left/right avg) 2.75 mm
Maximum impression at 20000 passes (left wheel) 6.73 mm
Maximum impression at 20000 passes (right wheel) 2.21 mm
Average impression at 20000 passes (left/right avg) 4.47 mm
Average impression at 25000 passes (left/right avg) no data

Test

DIME Test ID: 2026-07-21-46-8
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/04/2026
Date Tested: 09/03/2026
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, failing #4 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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.5 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.4 %
Aggregate correction factor for the #4 sieve (% passing) -2.2 %
Aggregate correction factor for the #8 sieve (% passing) -3.1 %
Aggregate correction factor for the #16 sieve (% passing) -2.3 %
Aggregate correction factor for the #30 sieve (% passing) -0.4 %
Aggregate correction factor for the #50 sieve (% passing) 0.3 %
Aggregate correction factor for the #100 sieve (% passing) 1.2 %
Aggregate correction factor for the #200 sieve (% passing) 1.3 %
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 99 %
Cumulative percent passing the 3/8 in. sieve 90 %
Cumulative percent passing the #4 sieve 65 %
Cumulative percent passing the #8 sieve 45 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 17 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 7.5 %

Test

DIME Test ID: 2026-07-21-46-9
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/10/2026
Date Tested: 09/10/2026
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 # 200 Sieve
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) no data0 %
Aggregate correction factor for the 1/2 in. sieve (% passing) -0.5 %
Aggregate correction factor for the 3/8 in. sieve (% passing) -0.4 %
Aggregate correction factor for the #4 sieve (% passing) -2.2 %
Aggregate correction factor for the #8 sieve (% passing) -3.1 %
Aggregate correction factor for the #16 sieve (% passing) -2.3 %
Aggregate correction factor for the #30 sieve (% passing) -0.4 %
Aggregate correction factor for the #50 sieve (% passing) 0.3 %
Aggregate correction factor for the #100 sieve (% passing) 1.2 %
Aggregate correction factor for the #200 sieve (% passing) 1.3 %
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 98 %
Cumulative percent passing the 3/8 in. sieve 91 %
Cumulative percent passing the #4 sieve 64 %
Cumulative percent passing the #8 sieve 44 %
Cumulative percent passing the #16 sieve 32 %
Cumulative percent passing the #30 sieve 24 %
Cumulative percent passing the #50 sieve 18 %
Cumulative percent passing the #100 sieve 12 %
Cumulative percent passing the #200 sieve 7.8 %