Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995051 DEA: 023H6804 EFIS: 0218000006
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5-R28.8/R44.1
Work Description: PLACE RHMA, PAINT TRAFFIC STRIPE, & INSTALL FIBER OPTIC CABLE SYSTEM.
Location Description: SHASTA COUNTY ABOUT 6 MILES NORTH OF SHASTA LAKE CITY FROM PIT RIVER BRIDGE TO 1.2 MILES SOUTH OF DOG CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Kyle Higgins Structure Rep.: Unknown
DIME Sample ID: 2024-09-03-59
TL Number from the TL Form: 851380
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: 09/03/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/03/2024
The quantity of what the sample constitutes: 16 boxes of 3/4" Type A HMA with RAP
A brief description of the sample: 3/4 Type A HMA
From where was the sample collected: Manufacturer
Laboratory sample identification: D79704
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
DIME Test ID: 2024-09-03-59-1
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: 09/19/2024
Date Tested: 09/04/2024
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=2.585
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
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|
Mass of container filled with water
|
7332.3 grams
|
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Mass of oven-dry sample in air for Sample 1
|
2550.3 grams
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Mass of container filled with the sample and water for Sample 1
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8895.9 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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2.585
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Theoretical maximum density at 25°C (77°F)
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2577.5 kg/m^3
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DIME Test ID: 2024-09-03-59-2
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: 09/19/2024
Date Tested: 09/05/2024
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=2.411
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.409
|
|
Bulk Specific Gravity 2
|
2.41
|
|
Bulk Specific Gravity 3
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2.413
|
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Average Bulk Specific Gravity
|
2.411
|
DIME Test ID: 2024-09-03-59-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/19/2024
Date Tested: 09/18/2024
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=6.8
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Percent Air Voids
|
6.8 %
|
|
Percent Air Voids 2
|
6.8 %
|
|
Percent Air Voids 3
|
6.7 %
|
|
Average Percent Air Voids
|
6.8 %
|
DIME Test ID: 2024-09-03-59-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/19/2024
Date Tested: 09/18/2024
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=176 psi, S2=146 psi, TSR=83%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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176 psi
|
|
Average Wet Tensile Strength
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146 psi
|
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Tensile Strength Ratio
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0.83
|
DIME Test ID: 2024-09-03-59-5
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: 09/19/2024
Date Tested: 09/19/2024
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=4.59
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3112.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5167.9 g
|
|
Mass of HMA Sample prior to ignition
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2055.7 g
|
|
Corrected Asphalt Binder Content
|
4.59 %
|
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Mass Loss
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107.9 g
|
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Mass of aggregate remaining after ignition
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1947.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
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|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.15 %
|
|
Test Temperature
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538 C
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