Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993331 DEA: 023H6904 EFIS: 0218000010
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-30/R42.1
Work Description: ALMANOR WEST REHAB - ROADWAY REHABILITATION
Location Description: IN PLUMAS COUNTY NEAR CANYON DAM FROM LAKE ALMANOR SPILLWAY TO ROUTE 36.
Contractor Name: DIG IT CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Sergio Mendoza Structure Rep.: Unknown
DIME Sample ID: 2025-10-22-50
TL Number from the TL Form: 848635
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: 10/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/22/2025
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) with 21.0% RAP and virgin PG 58-34 binder from Albina - Klamath Falls
From where was the sample collected: Manufacturer
Laboratory sample identification: D80107
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.8
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 21
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2025-10-22-50-1
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: 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: Gmm=2.431
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
|
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1738.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8354.3 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
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2.431
|
|
Theoretical maximum density at 25°C (77°F)
|
2424 kg/m^3
|
DIME Test ID: 2025-10-22-50-2
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: 10/27/2025
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=5.71%, TV=5.80%
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
|
3030.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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4552 g
|
|
Mass of HMA Sample prior to ignition
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1521.5 g
|
|
Corrected Asphalt Binder Content
|
5.71 %
|
|
Mass Loss
|
97.1 g
|
|
Mass of aggregate remaining after ignition
|
1424.4 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.2 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-22-50-3
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: 10/28/2025
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=2.318
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.319
|
|
Bulk Specific Gravity 2
|
2.316
|
|
Bulk Specific Gravity 3
|
2.32
|
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Average Bulk Specific Gravity
|
2.318
|
DIME Test ID: 2025-10-22-50-4
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: 10/29/2025
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=4.6
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.6 %
|
|
Percent Air Voids 2
|
4.7 %
|
|
Percent Air Voids 3
|
4.6 %
|
|
Average Percent Air Voids
|
4.6 %
|
DIME Test ID: 2025-10-22-50-5
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: 11/10/2025
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=134 psi, S2=128 psi, TSR=95%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
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134 psi
|
|
Average Wet Tensile Strength
|
127 psi
|
|
Tensile Strength Ratio
|
0.95
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