Sample Record for 2024-09-04-102
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
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
Sample Information
DIME Sample ID: 2024-09-04-102
TL Number from the TL Form: 858022
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: 09/04/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2024
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: 3/4-inch type A HMA w/23.6 RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79706
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test Results
Test 1 of 6
DIME Test ID: 2024-09-04-102-1
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: 09/25/2024
Date Tested: 09/24/2024
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=2.592
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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SI 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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7332.3 grams
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Mass of oven-dry sample in air for Sample 1
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2537.1 grams
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Mass of container filled with the sample and water for Sample 1
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8890.5 grams
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Temperature of Water
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75 °F
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Specific Gravity for Sample 1
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2.592
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Theoretical maximum density at 25°C (77°F)
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2584.5 kg/m^3
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Test 2 of 6
DIME Test ID: 2024-09-04-102-2
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: 09/25/2024
Date Tested: 09/24/2024
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=2.431
Test Result Compliance: not applicable
Additional Comments When Verified:
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Bulk Specific Gravity
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2.423
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Bulk Specific Gravity 2
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2.429
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Bulk Specific Gravity 3
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2.44
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Average Bulk Specific Gravity
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2.431
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Test 3 of 6
DIME Test ID: 2024-09-04-102-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/25/2024
Date Tested: 09/09/2024
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=6.2%
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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6.5 %
|
|
Percent Air Voids 2
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6.3 %
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Percent Air Voids 3
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5.9 %
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Average Percent Air Voids
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6.2 %
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Test 4 of 6
DIME Test ID: 2024-09-04-102-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/25/2024
Date Tested: 09/24/2024
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=168, S2=162, TSR=96%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
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168 psi
|
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Average Wet Tensile Strength
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162 psi
|
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Tensile Strength Ratio
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0.96
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Test 5 of 6
DIME Test ID: 2024-09-04-102-5
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)
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 09/25/2024. The corrected test ID is: 2024-09-04-102-7
Reason: retested
Test 6 of 6
DIME Test ID: 2024-09-04-102-7
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: 09/25/2024
Date Tested: 09/25/2024
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=4.74
The test was superseded from test ID: 2024-09-04-102-5
Test Result Compliance: complies
Additional Comments When Verified:
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What temperature unit is used?
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Celsius
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Test procedure used?
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Method A
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Mass of the specimen basket assembly
|
3112.1 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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5193.6 g
|
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Mass of HMA Sample prior to ignition
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2081.5 g
|
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Corrected Asphalt Binder Content
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4.74 %
|
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Mass Loss
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112.2 g
|
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Mass of aggregate remaining after ignition
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1969.3 g
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Correction Factor (Percent by mass of HMA Specimen)
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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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0.14 %
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|
Test Temperature
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538 C
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Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2024-09-04-102-6 | CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt | 09/24/2024 | Not scheduled | Colt Sweeny | CT D02 - Redding Northern Regional Laboratory | | |
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