Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000279 DEA: 023H70U4 EFIS: 0223000161
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-15.0/25.7
Work Description: RHMA-G, HMA (TYPE A), COLD PLANE AC, & SOLDIER PILE RETAINING WALL.
Location Description: TRINITY COUNTY NEAR DEL LOMA FROM 1.0 MILE EAST OF TRINITY RIVER BRIDGE NO.05-0006 TO 0.1 MILE WEST OF PRAIRIE CREEK ROAD
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Mike Sears
DIME Sample ID: 2025-07-16-87
TL Number from the TL Form: 858160
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: 07/16/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/16/2025
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)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79957
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - 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 (%): 0.0
Virgin binder PG: PG 64-16
Design binder PG: PG 58-22
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 24
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-07-16-87-1
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: 07/31/2025
Date Tested: 07/17/2025
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=2.576
Test Result Compliance: not applicable
Additional Comments When Verified:
|
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
|
7334 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2556.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8897.8 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.576
|
|
Theoretical maximum density at 25°C (77°F)
|
2568.5 kg/m^3
|
DIME Test ID: 2025-07-16-87-2
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: 07/31/2025
Date Tested: 07/18/2025
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=4.54%
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
|
3026.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5133.9 g
|
|
Mass of HMA Sample prior to ignition
|
2107.2 g
|
|
Corrected Asphalt Binder Content
|
4.55 %
|
|
Mass Loss
|
109.5 g
|
|
Mass of aggregate remaining after ignition
|
1997.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-07-16-87-3
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: 07/31/2025
Date Tested: 07/18/2025
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=2.547
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.459
|
|
Bulk Specific Gravity 2
|
2.459
|
|
Bulk Specific Gravity 3
|
2.453
|
|
Average Bulk Specific Gravity
|
2.457
|
DIME Test ID: 2025-07-16-87-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 07/31/2025
Date Tested: 07/30/2025
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=160 psi, TSR=88%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
182 psi
|
|
Average Wet Tensile Strength
|
160 psi
|
|
Tensile Strength Ratio
|
0.88
|
DIME Test ID: 2025-07-16-87-6
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/31/2025
Date Tested: 07/18/2025
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: Pa=4.6%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
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4.5 %
|
|
Percent Air Voids 2
|
4.5 %
|
|
Percent Air Voids 3
|
4.8 %
|
|
Average Percent Air Voids
|
4.6 %
|
