Print Report | Back to Sample Detail

Sample Record for 2019-04-12-12

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: 2019-04-12-12
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: 04/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 04/22/2019
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch Type A HMA (eq. PG 70-10)
From where was the sample collected: Manufacturer
Laboratory sample identification: 019-005
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Porterville

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: Unknown
Sublot number: Unknown
HMA Mix Number:

Test Results

Test 1 of 4

DIME Test ID: 2019-04-12-12-1
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 05/22/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., 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:
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 prior to ignition 2107.1 g
Corrected Asphalt Binder Content 5.38 %
Mass of the specimen and specimen basket assembly after ignition no data
Mass of aggregate remaining after ignition 1985.8 g
Correction Factor (Percent by mass of HMA Specimen) 0.21 %
Moisture Content 0.17 %
Temperature Compensation Factor no data
Test Temperature 538 F

Test 2 of 4

DIME Test ID: 2019-04-12-12-3
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: 05/16/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., 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: T-275
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.615
Bulk Specific Gravity 2 2.608
Bulk Specific Gravity 3 2.607
Average Bulk Specific Gravity 2.61

Test 3 of 4

DIME Test ID: 2019-04-12-12-4
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: 05/16/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., 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: T-209
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
Mass Determination Water
Method Performed no data
Mass of oven-dry sample in air for Sample 1 2548.0 grams
Mass of sample in water for Sample 1 1596.0 grams
Mass of oven-dry sample in air for Sample 2 2620.0 grams
Mass of sample in water for Sample 2 1640.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.678
Specific Gravity for Sample 2 2.674
Average Specific Gravity 2.676
Theoretical maximum density at 25°C (77°F) no data

Test 4 of 4

DIME Test ID: 2019-04-12-12-7
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 05/16/2019
Date Tested: 04/29/2019
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Blvd., 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: t-327
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) 20000
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B) 20000
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A) 4.46 mm
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B) 4.79 mm
Stripping Inflection Point (Wheel A) 0
Stripping Inflection Point (Wheel B) 0

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
2019-04-12-12-2AASHTO T329-13: Standard Method of Test for Moisture Content of Asphalt Mixtures by Oven Method (Moisture Content)04/23/201904/29/2019Clinton EdmistonCT HQ - Sacramento Hot Mix Asphalt LaboratoryFrank Chavez Jr
2019-04-12-12-5AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)04/23/201904/29/2019Clinton EdmistonCT HQ - Sacramento Hot Mix Asphalt LaboratoryFrank Chavez Jr
2019-04-12-12-6AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)04/23/201904/29/2019Clinton EdmistonCT HQ - Sacramento Hot Mix Asphalt LaboratoryPerform 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.Frank Chavez Jr