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Sample Record for 2025-04-22-87

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

Project Information

Project ID: 1001178 DEA: 020J3904 EFIS: 0219000112 QA Service Level: 2
DIST-CO-RTE-PM: 02---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nathan Alexander Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-22-87
TL Number from the TL Form: 823624
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79860
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-04-22-87-1
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: 05/09/2025
Date Tested: 04/24/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=4.51%
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 3036.1 g
Mass of the specimen and specimen basket assembly prior to ignition 5083.9 g
Mass of HMA Sample prior to ignition 2047.8 g
Corrected Asphalt Binder Content 4.51 %
Mass Loss 102.5 g
Mass of aggregate remaining after ignition 1945.3 g
Correction Factor (Percent by mass of HMA Specimen) 0.35 %
Moisture Content no data0 %
Temperature Compensation Factor 0.15 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-04-22-87-2
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: 05/09/2025
Date Tested: 04/23/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.595
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests 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 7332.2 grams
Mass of oven-dry sample in air for Sample 1 2559.6 grams
Mass of container filled with the sample and water for Sample 1 8905.6 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.595
Theoretical maximum density at 25°C (77°F) 2587.5 kg/m^3

Test 3 of 6

DIME Test ID: 2025-04-22-87-3
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: 05/09/2025
Date Tested: 04/24/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.482
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.483
Bulk Specific Gravity 2 2.484
Bulk Specific Gravity 3 2.48
Average Bulk Specific Gravity 2.482

Test 4 of 6

DIME Test ID: 2025-04-22-87-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/09/2025
Date Tested: 05/09/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: AASHTO T 269: Pa=4.4%; MS-2: VMA=13.8%, VFA=68.4%, DP=1.4
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 4.3 %
Percent Air Voids 2 4.3 %
Percent Air Voids 3 4.4 %
Average Percent Air Voids 4.3 %

Test 5 of 6

DIME Test ID: 2025-04-22-87-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/09/2025
Date Tested: 05/09/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S1=128psi, S2=106psi, TSR=83%; Note: one of the conditioned specimens had an abnormally low break and is probably not a fair representation of the material. The actual tensile strength ratio is likely in the upper 90s but is passes either way.
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 128 psi
Average Wet Tensile Strength 106 psi
Tensile Strength Ratio 0.83

Test 6 of 6

DIME Test ID: 2025-04-22-87-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/09/2025
Date Tested: 04/30/2025
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.43 mm
Maximum impression at 5000 passes (right wheel) 0.96 mm
Average impression at 5000 passes (left/right avg) 1.19 mm
Maximum impression at 10000 passes (left wheel) 1.71 mm
Maximum impression at 10000 passes (right wheel) 1.14 mm
Average impression at 10000 passes (left/right avg) 1.42 mm
Maximum impression at 15000 passes (left wheel) 1.83 mm
Maximum impression at 15000 passes (right wheel) 1.25 mm
Average impression at 15000 passes (left/right avg) 1.54 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data