Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000775 DEA: 022J9704 EFIS: 0221000154
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5,89-Var
Work Description: BRIDGE POLYESTER CONCRETE OVERLAY AND METHACRYLATE DECK SEAL.
Location Description: SHASTA COUNTY ON ROUTE 5 AT VARIOUS LOCATIONS FROM ANTLER UNDERCROSSING TO SODA CREEK ROAD UNDERCROSSING AND ON ROUTE 89 AT VARIOUS LOCATIONS FROM HAT CREEK BRIDGE NO. 06-0085 TO CAYTON CREEK BRIDGE
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 SWETZER ROAD, Loomis CA 95650
Resident Engineer: Kyle Higgins Structure Rep.: Chris Brace
DIME Sample ID: 2026-07-14-111
TL Number from the TL Form: 875933
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2026
The quantity of what the sample constitutes: Production Start Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28M)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80289
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 4.7
Virgin binder PG: PG 58-34 M
Design binder PG: PG 64-28 M
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 24
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2026-07-14-111-1
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: 08/12/2026
Date Tested: 07/15/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmm=2.603
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
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SI Units
|
|
Mass Determination
|
Air
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Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7330.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2591 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8926.1 grams
|
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Temperature of Water
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77 °F
|
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Specific Gravity for Sample 1
|
2.603
|
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Theoretical maximum density at 25°C (77°F)
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2595.5 kg/m^3
|
DIME Test ID: 2026-07-14-111-2
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: 08/12/2026
Date Tested: 07/27/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Pb=4.71%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3020.4 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5113.8 g
|
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Mass of HMA Sample prior to ignition
|
2093.4 g
|
|
Corrected Asphalt Binder Content
|
4.71 %
|
|
Mass Loss
|
107.8 g
|
|
Mass of aggregate remaining after ignition
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1985.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.32 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.12 %
|
|
Test Temperature
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538 C
|
DIME Test ID: 2026-07-14-111-3
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: 08/12/2026
Date Tested: 07/17/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: Gmb=2.436
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.419
|
|
Bulk Specific Gravity 2
|
2.45
|
|
Bulk Specific Gravity 3
|
2.439
|
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Average Bulk Specific Gravity
|
2.436
|
DIME Test ID: 2026-07-14-111-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/12/2026
Date Tested: 07/20/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: AASHTO T 269: Pa=6.4% Allowed tolerance for air voids is 2.5 – 5.5%.
Test Result Compliance: does not comply
Additional Comments When Verified:
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Percent Air Voids
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7.1 %
|
|
Percent Air Voids 2
|
5.9 %
|
|
Percent Air Voids 3
|
6.3 %
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Average Percent Air Voids
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6.4 %
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DIME Test ID: 2026-07-14-111-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/12/2026
Date Tested: 08/12/2026
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test: S₁=182 psi, S₂=192 psi, TSR=106%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
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SI Units
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Average Dry Tensile Strength
|
181 psi
|
|
Average Wet Tensile Strength
|
192 psi
|
|
Tensile Strength Ratio
|
1.06
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