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Sample Record for 2023-03-27-59

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Project Information

Project ID: 993301 DEA: 060U2804 EFIS: 0615000293 QA Service Level: 1
DIST-CO-RTE-PM: 06-TUL-245-1.4,4.2
Work Description: PRECAST PRESTRESSED CONCRETE BOX GIRDER AND SLAB, BRIDGE REMOVAL.
Location Description: TULARE COUNTY NEAR WOODLAKE AT YOKOHL CREEK BRIDGE AND AT KAWEAH RIVER BRIDGE
Contractor Name: MCM Construction
Contractor Address: PO Box 620, North Highlands, Ca 95660
Resident Engineer: Mike Garrett Structure Rep.: Benajamin Holton

Sample Information

DIME Sample ID: 2023-03-27-59
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Visalia Field Laboratory
Sample Organization Contact: (559) 341-4165
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 03/27/2023
Date that the sample was received by the laboratory/organization performing the testing: 03/27/2023
The quantity of what the sample constitutes: 326 Tons
A brief description of the sample: 3/4" HMA
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name: Tul 245 Kaweah- Yokohl Bridges Wood Land
The fabricator/manufacturer/facility name: Porterville Rock and Recycle PAI

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 6
HMA Mix Number: 22J026
Test results on following page(s): 2

Test Results

Test 1 of 2

DIME Test ID: 2023-03-27-59-1
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)
Verified Date: 05/15/2023
Date Tested: 03/27/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: shoaib.ahmed@dot.ca.gov
Organization Phone: (559) 341-4165
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Celsius
Test procedure used? Method A
Mass of HMA Sample prior to ignition 2128.6 g
Corrected Asphalt Binder Content 5.18 %
Mass Loss 130.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.39 %
Moisture Content 0.43 %
Temperature Compensation Factor 0.14 %
Test Temperature 538 C

Test 2 of 2

DIME Test ID: 2023-03-27-59-2
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: 05/15/2023
Date Tested: 03/27/2023
Submitted By Organization: CT D06 - Visalia Field Laboratory
Organization Address: 8530 West Roosevelt Avenue,
Organization City: Visalia
Organization State: CA
Organization Zipcode: 93291
Organization Email: shoaib.ahmed@dot.ca.gov
Organization Phone: (559) 341-4165
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.567
Bulk Specific Gravity 2 2.582
Bulk Specific Gravity 3 2.527
Average Bulk Specific Gravity 2.559