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Sample Record for 2022-05-12-49

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: 2022-05-12-49
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: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 05/12/2022
Date that the sample was received by the laboratory/organization performing the testing: 05/12/2022
The quantity of what the sample constitutes: 24 boxes
A brief description of the sample: 1/2 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification: 022-014
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Construction Company - Bradshaw

Material Information

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

Test Results

Test 1 of 2

DIME Test ID: 2022-05-12-49-1
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 05/26/2022
Date Tested: 05/26/2022
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: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 148 psi
Average Wet Tensile Strength 147 psi
Tensile Strength Ratio 99.3

Test 2 of 2

DIME Test ID: 2022-05-12-49-2
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 05/26/2022
Date Tested: 05/24/2022
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: complies
Additional Comments When Verified:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive N/A
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 3.04 mm
Maximum impression at 5000 passes (right wheel) 2.44 mm
Average impression at 5000 passes (left/right avg) 2.74 mm
Maximum impression at 10000 passes (left wheel) 3.46 mm
Maximum impression at 10000 passes (right wheel) 2.84 mm
Average impression at 10000 passes (left/right avg) 3.15 mm
Maximum impression at 15000 passes (left wheel) 3.72 mm
Maximum impression at 15000 passes (right wheel) 2.98 mm
Average impression at 15000 passes (left/right avg) 3.35 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data