Sample Record for 2019-03-25-25
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: 2019-03-25-25
TL Number from the TL Form: HDQTRS Lab
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/25/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/29/2019
The quantity of what the sample constitutes: Dispute Resolution of JMF Verification
A brief description of the sample: 1/2 inch Type A (PG 64-10) (Dispute Resolution of JMF)
From where was the sample collected: Manufacturer
Laboratory sample identification: 019-006
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Papich Construction
Material Information
HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:
Test Results
Test 1 of 8
DIME Test ID: 2019-03-25-25-1
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: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 05/09/2019.
Reason: corrected
Test 2 of 8
DIME Test ID: 2019-03-25-25-2
Test Method: AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)
Verified Date: 05/08/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Moisture Content
|
0.20 %
|
|
Percent Change
|
0.2 %
|
Test 3 of 8
DIME Test ID: 2019-03-25-25-3
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: 05/08/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.377
|
|
Bulk Specific Gravity 2
|
2.369
|
|
Bulk Specific Gravity 3
|
2.373
|
|
Average Bulk Specific Gravity
|
2.373
|
Test 4 of 8
DIME Test ID: 2019-03-25-25-4
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: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
This test has been superseded on 05/09/2019.
Reason: corrected
Test 5 of 8
DIME Test ID: 2019-03-25-25-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/08/2019
Date Tested: 04/30/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
|
2.3 %
|
|
Percent Air Voids 2
|
2.7
|
|
Percent Air Voids 3
|
2.5
|
|
Percent Air Voids Average
|
2.5
|
Test 6 of 8
DIME Test ID: 2019-03-25-25-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/08/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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)
|
6 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
6.27 mm
|
|
Stripping Inflection Point (Wheel A)
|
11818
|
|
Stripping Inflection Point (Wheel B)
|
10794
|
Test 7 of 8
DIME Test ID: 2019-03-25-25-8
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: 05/09/2019
Date Tested: 05/01/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
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
|
|
Method Performed
|
no data
|
|
Mass of oven-dry sample in air for Sample 1
|
1752.0 grams
|
|
Mass of sample in water for Sample 1
|
1032.0 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.434
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
Test 8 of 8
DIME Test ID: 2019-03-25-25-9
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: 05/09/2019
Date Tested: 04/30/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard, Room 225,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (916) 227-7302
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What temperature unit is used?
|
Fahrenheit
|
|
Test procedure used?
|
Method B
|
|
Mass of the specimen basket assembly
|
no data
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
no data
|
|
Mass of HMA Sample prior to ignition
|
1505.4 g
|
|
Corrected Asphalt Binder Content
|
5.92 %
|
|
Mass Loss
|
no data
|
|
Mass of aggregate remaining after ignition
|
1397.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
1.03 %
|
|
Moisture Content
|
0.24 %
|
|
Temperature Compensation Factor
|
no data
|
|
Test Temperature
|
538 F
|
Tests Assigned to this Sample
| DIME Test ID | Test Method | Assigned Date | Test Date | Assigned By | Assigned Lab | Test Comments | Assigned To |
| 2019-03-25-25-6 | AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content) | 04/30/2019 | 04/30/2019 | Clinton Edmiston | CT HQ - Sacramento Hot Mix Asphalt Laboratory | Perform AASHTO T 283
Report the following:
1) Moisture susceptibility (minimum dry strength, psi)
2) Moisture Susceptibility (minimum wet strength, psi)¹
Note: 1 Attach Table 1 from AASHTO T 283. | |
20147
