Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001783 DEA: 021K9004 EFIS: 0225000010
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36-
Work Description: D2 Park Fire DO
Location Description: Various Locations
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-10-20-38
TL Number from the TL Form: 858149
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: 10/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/20/2025
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80098
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.3
Virgin binder PG: PG 58-34M
Design binder PG: PG 64-28M
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 24
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-10-20-38-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/10/2025
Date Tested: 10/21/2025
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=2.539
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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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 1
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1708.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8366.5 grams
|
|
Temperature of Water
|
77.5 °F
|
|
Specific Gravity for Sample 1
|
2.539
|
|
Theoretical maximum density at 25°C (77°F)
|
2532 kg/m^3
|
DIME Test ID: 2025-10-20-38-2
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: 11/10/2025
Date Tested: 11/04/2025
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=4.94%, TV=5.25%
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3031.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4729.7 g
|
|
Mass of HMA Sample prior to ignition
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1698.6 g
|
|
Corrected Asphalt Binder Content
|
4.94 %
|
|
Mass Loss
|
95.9 g
|
|
Mass of aggregate remaining after ignition
|
1602.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.53 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.18 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-20-38-3
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: 11/10/2025
Date Tested: 10/23/2025
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: Gmb=2.445
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.453
|
|
Bulk Specific Gravity 2
|
2.444
|
|
Bulk Specific Gravity 3
|
2.439
|
|
Average Bulk Specific Gravity
|
2.445
|
DIME Test ID: 2025-10-20-38-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/10/2025
Date Tested: 10/23/2025
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: Pa=3.7%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.4 %
|
|
Percent Air Voids 2
|
3.7 %
|
|
Percent Air Voids 3
|
3.9 %
|
|
Average Percent Air Voids
|
3.7 %
|
DIME Test ID: 2025-10-20-38-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/10/2025
Date Tested: 11/05/2025
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=141 psi, S2=129 psi, TSR=92%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
141 psi
|
|
Average Wet Tensile Strength
|
129 psi
|
|
Tensile Strength Ratio
|
0.91
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