Sample Record for 2022-01-28-23
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2022-01-28-23
TL Number from the TL Form:
Sample Submitted By Organization: Garco Testing Laboratories
Sample Organization Contact: (209) 812-5420
Type of Sample: Aggregate Prequalification Program
Type of Material: Hot Mix Asphalt
Sample Taken Date: 01/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 11/30/2021
The quantity of what the sample constitutes: 36 box's of AC / 3 bags of cold feed /1 bag of RAP
A brief description of the sample: 1/2" HMA-Type A-SP
From where was the sample collected: Manufacturer
Laboratory sample identification: 1038V- 1285065255
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2022-01-28-23-1
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: 02/08/2022
Date Tested: 02/04/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
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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Water
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Specific Gravity for Sample 1
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2.542
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Theoretical maximum density at 25°C (77°F)
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no data
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Test 2 of 10
DIME Test ID: 2022-01-28-23-2
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: 02/08/2022
Date Tested: 02/04/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
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2.436
|
|
Bulk Specific Gravity 2
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2.437
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Bulk Specific Gravity 3
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2.433
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Average Bulk Specific Gravity
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2.435
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Test 3 of 10
DIME Test ID: 2022-01-28-23-3
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: 02/08/2022
Date Tested: 02/04/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
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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5.34 %
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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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0.34 %
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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 4 of 10
DIME Test ID: 2022-01-28-23-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/08/2022
Date Tested: 02/04/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
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Average Dry Tensile Strength
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175 psi
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Average Wet Tensile Strength
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166 psi
|
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Tensile Strength Ratio
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95
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Test 5 of 10
DIME Test ID: 2022-01-28-23-5
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 02/08/2022
Date Tested: 01/07/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Volume of the specimen (Vm8)
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no data
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Volume of the specimen (Vm85)
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2125.877 cm^3
|
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Volume of the specimen (Vm130)
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no data
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Uncorrected relative density (Gmmu8)
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no data
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Uncorrected relative density (Gmmu85)
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no data
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Uncorrected relative density (Gmmu130)
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no data
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Relative density (Gmm8)
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86.9 %
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Relative density (Gmm85)
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95.5 %
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Relative density (Gmm130)
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96.7 %
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Air Voids (AV8)
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13.0 %
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Air Voids (AV85)
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4.5 %
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Air Voids (AV130)
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3.2 %
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Test 6 of 10
DIME Test ID: 2022-01-28-23-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/08/2022
Date Tested: 02/04/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
2.174
|
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Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
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2.676
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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1.969 mm
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
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2.338 mm
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Stripping Inflection Point (Wheel A)
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>20000
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Stripping Inflection Point (Wheel B)
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>20000
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Test 7 of 10
DIME Test ID: 2022-01-28-23-7
Test Method: CTM 371-January 2005: Method of Test for Resistance of Compacted Bituminous Mixture to Moisture Induced Damage (Moisture Content)
Submitted By Organization: Garco Testing Laboratories
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: (209) 812-5420
This test has been superseded on 03/23/2022.
Reason: corrected
Test 8 of 10
DIME Test ID: 2022-01-28-23-8
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/09/2022
Date Tested: 01/28/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Average impression at 5000 passes (left/right avg)
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no data
|
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Average impression at 10000 passes (left/right avg)
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no data
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Average impression at 15000 passes (left/right avg)
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2.153 mm
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Average impression at 20000 passes (left/right avg)
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2.425 mm
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Average impression at 25000 passes (left/right avg)
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no data
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Test 9 of 10
DIME Test ID: 2022-01-28-23-10
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/23/2022
Date Tested: 03/09/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Average impression at 5000 passes (left/right avg)
|
no data
|
|
Average impression at 10000 passes (left/right avg)
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no data
|
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Average impression at 15000 passes (left/right avg)
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1.519 mm
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Average impression at 20000 passes (left/right avg)
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1.504 mm
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Average impression at 25000 passes (left/right avg)
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no data
|
Test 10 of 10
DIME Test ID: 2022-01-28-23-11
Test Method: CTM 371-January 2005: Method of Test for Resistance of Compacted Bituminous Mixture to Moisture Induced Damage (Moisture Content)
Verified Date: 03/23/2022
Date Tested: 03/09/2022
Submitted By Organization: Garco Testing Laboratories
Organization Address: 4001 Bradshaw Road,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95827
Organization Email: ernesto.marroquin@gcinc.com
Organization Phone: 1 (209) 812-5420
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Average Dry Tensile Strength
|
192 psi
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|
Average Wet Tensile Strength
|
179 psi
|
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Tensile Strength Ratio
|
93
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