Sample Record for 2020-02-14-31
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: 2020-02-14-31
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Coastal
Sample Organization Contact: (408) 327-7057
Type of Sample: Quality Control
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/14/2020
The quantity of what the sample constitutes: multiple 8" boxes
A brief description of the sample: initial JMF sample
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas Batch
Material Information
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 10
DIME Test ID: 2020-02-14-31-1
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: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: Hongbin.xie@gcinc.com
Organization Phone: (408) 327-7057
This test has been superseded on 02/11/2021.
Reason: corrected
Test 2 of 10
DIME Test ID: 2020-02-14-31-2
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)
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: Hongbin.xie@gcinc.com
Organization Phone: (408) 327-7057
This test has been superseded on 02/11/2021.
Reason: corrected
Test 3 of 10
DIME Test ID: 2020-02-14-31-3
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: Hongbin.xie@gcinc.com
Organization Phone: (408) 327-7057
This test has been superseded on 02/11/2021.
Reason: corrected
Test 4 of 10
DIME Test ID: 2020-02-14-31-4
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: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: Hongbin.xie@gcinc.com
Organization Phone: (408) 327-7057
This test has been superseded on 02/11/2021.
Reason: corrected
Test 5 of 10
DIME Test ID: 2020-02-14-31-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 02/11/2021
Date Tested: 02/28/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
331 psi
|
|
Average Wet Tensile Strength
|
237.4 psi
|
|
Tensile Strength Ratio
|
71.7
|
Test 6 of 10
DIME Test ID: 2020-02-14-31-6
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 02/11/2021
Date Tested: 03/05/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test: No stripping inflection point on both sides
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)
|
15000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
15000
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
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1.71 mm
|
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Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.2 mm
|
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Stripping Inflection Point (Wheel A)
|
>25000
|
|
Stripping Inflection Point (Wheel B)
|
>25000
|
Test 7 of 10
DIME Test ID: 2020-02-14-31-7
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: 02/11/2021
Date Tested: 02/28/2020
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test: This is the binder content during the design phase; the HMA was not burned to determine the asphalt content; a measured amount was added to batched rock to get 5.10
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
no data
|
|
Corrected Asphalt Binder Content
|
5.10 %
|
|
Mass Loss
|
no data
|
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Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
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Moisture Content
|
no data
|
|
Temperature Compensation Factor
|
no data
|
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Test Temperature
|
no data
|
Test 8 of 10
DIME Test ID: 2020-02-14-31-8
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: 02/11/2021
Date Tested: 11/26/2019
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.335
|
|
Bulk Specific Gravity 2
|
2.329
|
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Bulk Specific Gravity 3
|
2.339
|
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Average Bulk Specific Gravity
|
2.334
|
Test 9 of 10
DIME Test ID: 2020-02-14-31-9
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: 02/11/2021
Date Tested: 12/23/2019
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test: only 1 test, test was accidentally locked into 2
Test Result Compliance:
Additional Comments When Verified:
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Number of tests
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2
|
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What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
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2.439
|
|
Specific Gravity for Sample 2
|
2.439
|
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Average Specific Gravity
|
2.439
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 10 of 10
DIME Test ID: 2020-02-14-31-10
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 02/11/2021
Date Tested: 12/23/2019
Submitted By Organization: Granite Construction Company - Coastal
Organization Address: 715 Comstock Street,
Organization City: Santa Clara, CA 95054
Organization State: CA
Organization Zipcode: 95054
Organization Email: hongbin.xie@gcinc.com
Organization Phone: 1 (408) 327-7057
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
