Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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
DIME Sample ID: 2020-07-17-2
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Tracy
Sample Organization Contact: (209) 234-3571
Type of Sample: Aggregate Prequalification Program
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/20/2020
The quantity of what the sample constitutes: 16 boxes
A brief description of the sample: JMF Prequalification Program
From where was the sample collected: Source
Laboratory sample identification: 482
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company Vernalis
DIME Test ID: 2020-07-17-2-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids
|
4.3 %
|
Percent Air Voids 2
|
4.3 %
|
Percent Air Voids 3
|
4.1 %
|
Average Percent Air Voids
|
4.2 %
|
DIME Test ID: 2020-07-17-2-2
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: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
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
|
2.469
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2020-07-17-2-3
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: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.362
|
Bulk Specific Gravity 2
|
2.364
|
Bulk Specific Gravity 3
|
2.367
|
Average Bulk Specific Gravity
|
2.364
|
DIME Test ID: 2020-07-17-2-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/17/2020
Date Tested: 05/20/2020
Submitted By Organization: Granite Construction Company - Tracy
Organization Address: 37400 South Bird Road,
Organization City: Tracy
Organization State: CA
Organization Zipcode: 95304
Organization Email: christopher.escobar@gcinc.com
Organization Phone: (209) 234-3571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
276 psi
|
Average Wet Tensile Strength
|
155 psi
|
Tensile Strength Ratio
|
56
|