Print Report | Back to Sample Detail

Sample Record for 2019-08-19-9

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 213283 DEA: 060U09U4 EFIS: 0616000243 QA Service Level: 1
DIST-CO-RTE-PM: 06-FRE-168-R36.0/65.9
Work Description: HMA RESURFACING AND REHAB CULVERTS
Location Description: FRESNO COUNTY IN AND NEAR SHAVER LAKE FROM 0.2 MILE WEST OF AUBERRY ROAD TO KAISER PASS ROAD
Contractor Name: Cal Valley Construction
Contractor Address: 5125 N. Gates Ave., Ste. 102, Fresno, CA, 93722-6414
Resident Engineer: Mark Mengoni Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2019-08-19-9
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/19/2019
Date that the sample was received by the laboratory/organization performing the testing: 09/17/2019
The quantity of what the sample constitutes: 3
A brief description of the sample: 3/4 HMA SP R13 PG 64-28
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Ashlan

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 3

DIME Test ID: 2019-08-19-9-1
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: 12/23/2019
Date Tested: 09/18/2019
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: T-275
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity 2.230

Test 2 of 3

DIME Test ID: 2019-08-19-9-2
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: 12/23/2019
Date Tested: 10/18/2019
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: T-209
Test Result Compliance:
Additional Comments When Verified:
Number of tests 2
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 2706.0 grams
Mass of sample in water for Sample 1 1617.0 grams
Mass of oven-dry sample in air for Sample 2 2566.0 grams
Mass of sample in water for Sample 2 1536.0 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.485
Specific Gravity for Sample 2 2.491
Average Specific Gravity 2.488
Theoretical maximum density at 25°C (77°F) no data

Test 3 of 3

DIME Test ID: 2019-08-19-9-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 12/23/2019
Date Tested: 09/18/2019
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: T-269
Test Result Compliance:
Additional Comments When Verified:
Percent Air Voids 10.4 %