Sample Record for 2022-09-07-67
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993299 DEA: 022J3904 EFIS: 0221000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-45.5/51.6
Work Description: HMA OVERLAY, REPLACE AC SURFACING AND SHOULDER BACKING.
Location Description: SHASTA COUNTY NEAR VIOLA FROM 3.0 MILES EAST OF DEER FLAT ROAD TO 0.5 MILE EAST OF BRIDGE CREEK ROAD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-09-07-67
TL Number from the TL Form: 857908
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/07/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/07/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime 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: D79152
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA)
Material Information
HMA Type: Type A HMA
HMA Grading: 3/8 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2022-09-07-67-1
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: 09/23/2022
Date Tested: 09/08/2022
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:
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?
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US Units
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Mass Determination
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Air
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Method Performed
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Mechanical Agitation - Method A
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Mass of container filled with water
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7335.8 grams
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Mass of oven-dry sample in air for Sample 1
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1524.8 grams
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Mass of container filled with the sample and water for Sample 1
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8240.4 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.459
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Theoretical maximum density at 25°C (77°F)
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153.1 lb/ft^3
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Test 2 of 7
DIME Test ID: 2022-09-07-67-2
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: 09/23/2022
Date Tested: 09/07/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Fahrenheit
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Test procedure used?
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no data
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Mass of HMA Sample prior to ignition
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no data
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Corrected Asphalt Binder Content
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5.66 %
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Mass Loss
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no data
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Correction Factor (Percent by mass of HMA Specimen)
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0.67 %
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Moisture Content
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no data
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Temperature Compensation Factor
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no data
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Test Temperature
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no data
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Test 3 of 7
DIME Test ID: 2022-09-07-67-3
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: 09/23/2022
Date Tested: 09/08/2022
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.359
|
|
Bulk Specific Gravity 2
|
2.359
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Bulk Specific Gravity 3
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2.360
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Average Bulk Specific Gravity
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2.359
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Test 4 of 7
DIME Test ID: 2022-09-07-67-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/23/2022
Date Tested: 09/08/2022
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: VMA = 16.2%,
VFA = 75.1%,
DP = 1.5
Test Result Compliance: complies
Additional Comments When Verified:
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Percent Air Voids
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4.1 %
|
|
Percent Air Voids 2
|
4.1 %
|
|
Percent Air Voids 3
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4.0 %
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|
Percent Air Voids Average
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4.1 %
|
Test 5 of 7
DIME Test ID: 2022-09-07-67-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/23/2022
Date Tested: 09/16/2022
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:
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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118 psi
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|
Average Wet Tensile Strength
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100 psi
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Tensile Strength Ratio
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0.85
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Test 6 of 7
DIME Test ID: 2022-09-07-67-6
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 09/27/2022. The corrected test ID is: 2022-09-07-67-7
Reason: retested
Test 7 of 7
DIME Test ID: 2022-09-07-67-7
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/27/2022
Date Tested: 09/26/2022
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:
The test was superseded from test ID: 2022-09-07-67-6
Test Result Compliance: complies
Additional Comments When Verified:
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Is an aggregate correction factor used?
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No
|
|
Cumulative percent passing the 2 in. sieve
|
100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
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100 %
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Cumulative percent passing the 1 in. sieve
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100 %
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Cumulative percent passing the 3/4 in. sieve
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100 %
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Cumulative percent passing the 1/2 in. sieve
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100 %
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Cumulative percent passing the 3/8 in. sieve
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100 %
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Cumulative percent passing the #4 sieve
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61 %
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Cumulative percent passing the #8 sieve
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39 %
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Cumulative percent passing the #16 sieve
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27 %
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Cumulative percent passing the #30 sieve
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19 %
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Cumulative percent passing the #50 sieve
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13 %
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Cumulative percent passing the #100 sieve
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10 %
|
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Cumulative percent passing the #200 sieve
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7.7 %
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