Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994431 DEA: 024J1604 EFIS: 0222000145
QA Service Level: 2
DIST-CO-RTE-PM: 02---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2023-09-20-47
TL Number from the TL Form: 858049
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: 09/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/20/2023
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) with 23.0% RAP and virgin PG 58-22 from Albina (Klamath Falls, OR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79354
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials – Ward Lake Plant (Litchfield, CA)
DIME Test ID: 2023-09-20-47-1
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: 10/03/2023
Date Tested: 09/21/2023
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=6.16
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
|
3015.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5091.5 g
|
|
Mass of HMA Sample prior to ignition
|
2076.0 g
|
|
Corrected Asphalt Binder Content
|
6.16 %
|
|
Mass Loss
|
145.2 g
|
|
Mass of aggregate remaining after ignition
|
1930.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.69 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-09-20-47-2
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/03/2023
Date Tested: 09/21/2023
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=2.0
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
1.9 %
|
|
Percent Air Voids 2
|
2.0 %
|
|
Percent Air Voids 3
|
2.1 %
|
|
Percent Air Voids Average
|
2.0 %
|
DIME Test ID: 2023-09-20-47-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/03/2023
Date Tested: 10/02/2023
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=91, S2=79, TSR=87
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
91 psi
|
|
Average Wet Tensile Strength
|
79 psi
|
|
Tensile Strength Ratio
|
0.87
|
DIME Test ID: 2023-09-20-47-5
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: 10/03/2023
Date Tested: 09/21/2023
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=2.457
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7335.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2568.2 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8858.0 grams
|
|
Temperature of Water
|
24 °F
|
|
Specific Gravity for Sample 1
|
2.457
|
|
Theoretical maximum density at 25°C (77°F)
|
2449.9 kg/m^3
|
DIME Test ID: 2023-09-20-47-6
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: 10/03/2023
Date Tested: 09/21/2023
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=2.408
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.410
|
|
Bulk Specific Gravity 2
|
2.408
|
|
Bulk Specific Gravity 3
|
2.406
|
|
Average Bulk Specific Gravity
|
2.408
|
