Sample Record for 2021-01-28-4
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: 2021-01-28-4
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: 01/28/2021
Date that the sample was received by the laboratory/organization performing the testing: 01/28/2021
The quantity of what the sample constitutes: JMF Renewal
A brief description of the sample: 1/2 HMA Type A
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Felton
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2021-01-28-4-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/28/2021
Date Tested: 02/08/2019
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:
|
Percent Air Voids
|
3.8 %
|
|
Percent Air Voids 2
|
4.3 %
|
|
Percent Air Voids 3
|
4.0 %
|
|
Percent Air Voids Average
|
4.0 %
|
Test 2 of 7
DIME Test ID: 2021-01-28-4-2
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: 01/28/2021
Date Tested: 03/12/2019
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:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
no data
|
|
Corrected Asphalt Binder Content
|
5.35 %
|
|
Mass Loss
|
no data
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data
|
|
Moisture Content
|
no data
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
no data
|
Test 3 of 7
DIME Test ID: 2021-01-28-4-3
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: 01/28/2021
Date Tested: 02/08/2019
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
|
2.347
|
|
Bulk Specific Gravity 2
|
2.336
|
|
Bulk Specific Gravity 3
|
2.342
|
|
Average Bulk Specific Gravity
|
2.342
|
Test 4 of 7
DIME Test ID: 2021-01-28-4-4
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: 01/28/2021
Date Tested: 02/11/2019
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:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.440
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 5 of 7
DIME Test ID: 2021-01-28-4-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
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 01/29/2021.
Reason: retested
Test 6 of 7
DIME Test ID: 2021-01-28-4-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 01/29/2021
Date Tested: 03/26/2019
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:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
149 psi
|
|
Average Wet Tensile Strength
|
123 psi
|
|
Tensile Strength Ratio
|
0.82
|
Test 7 of 7
DIME Test ID: 2021-01-28-4-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 01/29/2021
Date Tested: 03/26/2019
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:
|
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)
|
-3.85 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
-4.47 mm
|
|
Stripping Inflection Point (Wheel A)
|
13897
|
|
Stripping Inflection Point (Wheel B)
|
15405
|
