Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002405 DEA: 022K1804 EFIS: 0225000048
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-
Work Description: HAPPY CAMP 2026 - RTE 96 PAVEMENT REHAB: SHOULDER BACKING, REPLACE AC SURFACING, HMA (TYPE A), TACK COAT, COLD PLANE, REMOVE MARKERS/THERMO, 6\\\\"/8\\\\" MMA PAINT TRAFFIC STRIPE & CROSSWALK MARKING
Location Description:
Contractor Name: JF Shea Constrcution
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2026-07-27-100
TL Number from the TL Form: 846259
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: 07/27/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/27/2026
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 64-16) with 23.6% RAP and virgin PG 58-22 from Albina (K-Falls)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80312
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 (%): 4.6
Virgin binder PG: PG 58-22
Design binder PG: PG 64-16
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 24
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2026-07-27-100-1
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: 09/03/2026
Date Tested: 07/29/2026
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=2.577
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of tests
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7331.1 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2548.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8890.7 grams
|
|
Temperature of Water
|
78 °F
|
|
Specific Gravity for Sample 1
|
2.577
|
|
Theoretical maximum density at 25°C (77°F)
|
2569.5 kg/m^3
|
DIME Test ID: 2026-07-27-100-2
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: 09/03/2026
Date Tested: 08/03/2026
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=4.55%, Target: 4.3-5.1%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3036.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5089.1 g
|
|
Mass of HMA Sample prior to ignition
|
2052.9 g
|
|
Corrected Asphalt Binder Content
|
4.55 %
|
|
Mass Loss
|
104.4 g
|
|
Mass of aggregate remaining after ignition
|
1948.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.39 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-27-100-3
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: 09/03/2026
Date Tested: 07/30/2026
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=2.469
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.468
|
|
Bulk Specific Gravity 2
|
2.47
|
|
Bulk Specific Gravity 3
|
2.47
|
|
Average Bulk Specific Gravity
|
2.469
|
DIME Test ID: 2026-07-27-100-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/03/2026
Date Tested: 09/02/2026
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=4.2% Allowed tolerance for air voids is 2.5 – 5.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.2 %
|
|
Percent Air Voids 2
|
4.2 %
|
|
Percent Air Voids 3
|
4.2 %
|
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Average Percent Air Voids
|
4.2 %
|
DIME Test ID: 2026-07-27-100-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/03/2026
Date Tested: 08/21/2026
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=146 psi, S₂=143 psi, TSR=98%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
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|
Average Dry Tensile Strength
|
146 psi
|
|
Average Wet Tensile Strength
|
143 psi
|
|
Tensile Strength Ratio
|
0.98
|
