Sample Record for 2025-05-14-65
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1000636 DEA: 024H03U4 EFIS: 0224000026
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU-89-12.9/20.0,20.6/21.0
Work Description: HMA OVERLAY.
Location Description: PLUMAS COUNTY IN AND NEAR GREENVILLE FROM 0.8 MILE SOUTH OF DIXIE CANYON ROAD TO WOLF CREEK BRIDGE AND FROM MILL STREET TO 0.4 MILE NORTH OF HILLSIDE DRIVE
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Damion Farley Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-05-14-65
TL Number from the TL Form: 857977
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: 05/14/2025
Date that the sample was received by the laboratory/organization performing the testing: 05/14/2025
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 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79879
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Pit - Litchfield, 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 7
DIME Test ID: 2025-05-14-65-1
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: 06/12/2025
Date Tested: 05/15/2025
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=2.467
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
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
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7332.2 grams
|
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Mass of oven-dry sample in air for Sample 1
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2608.6 grams
|
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Mass of container filled with the sample and water for Sample 1
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8883.2 grams
|
|
Temperature of Water
|
75 °F
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Specific Gravity for Sample 1
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2.467
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Theoretical maximum density at 25°C (77°F)
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2459.8 kg/m^3
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Test 2 of 7
DIME Test ID: 2025-05-14-65-2
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: 06/12/2025
Date Tested: 06/12/2025
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=5.43%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
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|
Mass of the specimen basket assembly
|
3017.4 g
|
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Mass of the specimen and specimen basket assembly prior to ignition
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5132.6 g
|
|
Mass of HMA Sample prior to ignition
|
2115.2 g
|
|
Corrected Asphalt Binder Content
|
5.43 %
|
|
Mass Loss
|
136.3 g
|
|
Mass of aggregate remaining after ignition
|
1978.9 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
Test 3 of 7
DIME Test ID: 2025-05-14-65-3
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: 06/12/2025
Date Tested: 05/20/2025
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=2.337
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.336
|
|
Bulk Specific Gravity 2
|
2.339
|
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Bulk Specific Gravity 3
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2.336
|
|
Average Bulk Specific Gravity
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2.337
|
Test 4 of 7
DIME Test ID: 2025-05-14-65-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
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 06/19/2025. The corrected test ID is: 2025-05-14-65-7
Reason: corrected
Test 5 of 7
DIME Test ID: 2025-05-14-65-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/12/2025
Date Tested: 05/30/2025
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=104 psi, S2=94 psi, TSR=91%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
104 psi
|
|
Average Wet Tensile Strength
|
94 psi
|
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Tensile Strength Ratio
|
0.9
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Test 6 of 7
DIME Test ID: 2025-05-14-65-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/24/2025
Date Tested: 05/28/2025
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: CT 360:
SA=0.3g/cm²;
CT 389:
Nf>15000,
SIP>15000,
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
no data
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
no data
|
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Air Void Content for specimen A-2
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no data
|
|
Air Void Content for specimen B-1
|
no data
|
|
Air Void Content for specimen B-2
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no data
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
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>15000
|
|
Maximum impression at 5000 passes (left wheel)
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2.28 mm
|
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Maximum impression at 5000 passes (right wheel)
|
1.96 mm
|
|
Average impression at 5000 passes (left/right avg)
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2.12 mm
|
|
Maximum impression at 10000 passes (left wheel)
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2.66 mm
|
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Maximum impression at 10000 passes (right wheel)
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2.04 mm
|
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Average impression at 10000 passes (left/right avg)
|
2.35 mm
|
|
Maximum impression at 15000 passes (left wheel)
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2.95 mm
|
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Maximum impression at 15000 passes (right wheel)
|
2.23 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.59 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
Test 7 of 7
DIME Test ID: 2025-05-14-65-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/24/2025
Date Tested: 06/19/2025
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: AASHTO T 269:
Pa=5.3%;
MS-2:
VMA=15.0%,
VFA=64.9%,
DP=1.5
The test was superseded from test ID: 2025-05-14-65-4
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.3 %
|
|
Percent Air Voids 2
|
5.2 %
|
|
Percent Air Voids 3
|
5.3 %
|
|
Average Percent Air Voids
|
5.3 %
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2025-05-14-65-8 | AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A) | 06/30/2025 | 06/30/2025 | Michael Maksimovich | CT HQ - Sacramento Materials Management Branch Field Office | | Alexis Corona |
136062
