Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000088 DEA: 024J8104 EFIS: 0223000076
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-32-20.0/R24.8
Work Description: PLACE HOT MIX ASPHALT (TYPE A) AND REPLACE ASPHALT CONCRETE SURFACING.
Location Description: TEHAMA COUNTY ABOUT 33 MILES EAST OF FOREST RANCH FROM 0.5 MILE WEST OF SLATE CREEK BRIDGE TO ROUTE 36
Contractor Name: DIG IT CONSTRUCTION, INC.
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Damion Farley Structure Rep.: Unknown
DIME Sample ID: 2024-07-24-78
TL Number from the TL Form: 875709
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: 07/24/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/25/2024
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Treated 3/8-inch Type A HMA (eq. PG 64-28 M) with 25.0 RAP and virgin PG 58-34 M from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79659
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction – Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
DIME Test ID: 2024-07-24-78-1
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: 09/09/2024
Date Tested: 07/30/2024
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=2.445
Test Result Compliance:
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
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1559 grams
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Mass of container filled with the sample and water for Sample 1
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8253.6 grams
|
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Temperature of Water
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24 °F
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Specific Gravity for Sample 1
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2.445
|
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Theoretical maximum density at 25°C (77°F)
|
2437.9 kg/m^3
|
DIME Test ID: 2024-07-24-78-2
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: 09/09/2024
Date Tested: 08/13/2024
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=2.258
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.248
|
|
Bulk Specific Gravity 2
|
2.26
|
|
Bulk Specific Gravity 3
|
2.267
|
|
Average Bulk Specific Gravity
|
2.258
|
DIME Test ID: 2024-07-24-78-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/09/2024
Date Tested: 07/31/2024
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=7.7
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
8.1 %
|
|
Percent Air Voids 2
|
7.6 %
|
|
Percent Air Voids 3
|
7.3 %
|
|
Average Percent Air Voids
|
7.7 %
|
DIME Test ID: 2024-07-24-78-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/09/2024
Date Tested: 08/13/2024
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=136 psi, TSR=96%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
141 psi
|
|
Average Wet Tensile Strength
|
136 psi
|
|
Tensile Strength Ratio
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0.96
|
DIME Test ID: 2024-07-24-78-5
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: 09/30/2024
Date Tested: 09/27/2024
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=5.76%
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
|
3027.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4457.7 g
|
|
Mass of HMA Sample prior to ignition
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1430.2 g
|
|
Corrected Asphalt Binder Content
|
5.76 %
|
|
Mass Loss
|
91 g
|
|
Mass of aggregate remaining after ignition
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1339.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.39 %
|
|
Moisture Content
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no data0 %
|
|
Temperature Compensation Factor
|
0.21 %
|
|
Test Temperature
|
538 C
|
