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Sample Record for 2025-07-14-163

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Project Information

Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161 QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-15.0/25.7
Work Description: RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location Description: TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Mike Sears

Sample Information

DIME Sample ID: 2025-07-14-163
TL Number from the TL Form: 858521
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: 07/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2025
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 64-16)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79955
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 (%): 4.6
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 23
WMA Additives:
Antistrip type: Lime
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2025-07-14-163-2
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: 12/26/2025
Date Tested: 07/15/2025
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=3.78%
Test Result Compliance: does not comply
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of the specimen basket assembly 3026.7 g
Mass of the specimen and specimen basket assembly prior to ignition 5125.3 g
Mass of HMA Sample prior to ignition 2098.6 g
Corrected Asphalt Binder Content 3.78 %
Mass Loss 93 g
Mass of aggregate remaining after ignition 2005.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content no data0 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2025-07-14-163-3
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: 12/26/2025
Date Tested: 07/15/2025
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=2.575
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 7334 grams
Mass of oven-dry sample in air for Sample 1 2527.4 grams
Mass of container filled with the sample and water for Sample 1 8879.9 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.575
Theoretical maximum density at 25°C (77°F) 2567.5 kg/m^3

Test 3 of 6

DIME Test ID: 2025-07-14-163-4
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: 12/26/2025
Date Tested: 07/15/2025
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=2.417
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.414
Bulk Specific Gravity 2 2.414
Bulk Specific Gravity 3 2.423
Average Bulk Specific Gravity 2.417

Test 4 of 6

DIME Test ID: 2025-07-14-163-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/26/2025
Date Tested: 07/15/2025
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=6.1%; MS-2: VMA=14.9%, VFA=58.8%, DP=1.2
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 6.3 %
Percent Air Voids 2 6.3 %
Percent Air Voids 3 5.9 %
Average Percent Air Voids 6.2 %

Test 5 of 6

DIME Test ID: 2025-07-14-163-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 12/26/2025
Date Tested: 07/24/2025
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: S1=190psi, S2=172psi, TSR=91%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 190 psi
Average Wet Tensile Strength 172 psi
Tensile Strength Ratio 0.91

Test 6 of 6

DIME Test ID: 2025-07-14-163-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 12/26/2025
Date Tested: 07/18/2025
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: Rut=0.1in.@N15000, Nf>15000, SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method PMLC
Test Temperature 122 F
Air Void Content for specimen A-1 8.5 %
Air Void Content for specimen A-2 8.6 %
Air Void Content for specimen B-1 9 %
Air Void Content for specimen B-2 8.9 %
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.41 mm
Maximum impression at 5000 passes (right wheel) 1.34 mm
Average impression at 5000 passes (left/right avg) 1.38 mm
Maximum impression at 10000 passes (left wheel) 1.71 mm
Maximum impression at 10000 passes (right wheel) 1.57 mm
Average impression at 10000 passes (left/right avg) 1.64 mm
Maximum impression at 15000 passes (left wheel) 1.93 mm
Maximum impression at 15000 passes (right wheel) 1.67 mm
Average impression at 15000 passes (left/right avg) 1.8 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data