Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000563 DEA: 021H7104 EFIS: 0217000013
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,5-L47.4,R45.5/R46.0
Work Description: NEW MECHANIC SHOP AT YREKA MAINTENANCE STATION.
Location Description: SISKIYOU COUNTY IN YREKA ON ROUTE 3 AT YREKA MAINTENANCE STATION AND ON ROUTE 5 FROM 0.2 MILE SOUTH TO 0.4 MILE NORTH OF SOUTH YREKA UNDERCROSSING #02-0159
Contractor Name: MCCUEN CONSTRUCTION, INC.
Contractor Address: 3269 Swetzer Road, Loomis, CA 95650
Resident Engineer: Henry Austin Structure Rep.: Carlos Paz
DIME Sample ID: 2025-11-03-69
TL Number from the TL Form: 877606
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: 11/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 11/04/2025
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 64-28M) with 23.6% RAP and virgin PG 58-34M binder from Valero - Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D80116
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 (%): 4.5
Virgin binder PG: PG 58-34M
Design binder PG: PG 64-28M
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 24
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2025-11-03-69-1
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 11/24/2025
Date Tested: 11/05/2025
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=2.584
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
no data
|
|
Mass of container filled with water 1
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2666.8 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8965.8 grams
|
|
Temperature of Water
|
77.4 °F
|
|
Specific Gravity for Sample 1
|
2.584
|
|
Theoretical maximum density at 25°C (77°F)
|
2577 kg/m^3
|
DIME Test ID: 2025-11-03-69-2
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: 11/24/2025
Date Tested: 11/18/2025
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=4.62%, TV=4.50
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
|
3041.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5144.1 g
|
|
Mass of HMA Sample prior to ignition
|
2102.2 g
|
|
Corrected Asphalt Binder Content
|
4.62 %
|
|
Mass Loss
|
107.4 g
|
|
Mass of aggregate remaining after ignition
|
1994.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.35 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-11-03-69-3
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: 11/24/2025
Date Tested: 11/06/2025
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=2.454
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.452
|
|
Bulk Specific Gravity 2
|
2.447
|
|
Bulk Specific Gravity 3
|
2.463
|
|
Average Bulk Specific Gravity
|
2.454
|
DIME Test ID: 2025-11-03-69-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/24/2025
Date Tested: 11/06/2025
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=5.0%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
5.1 %
|
|
Percent Air Voids 2
|
5.3 %
|
|
Percent Air Voids 3
|
4.7 %
|
|
Average Percent Air Voids
|
5 %
|
DIME Test ID: 2025-11-03-69-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/24/2025
Date Tested: 11/19/2025
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=121 psi, S2=114 psi, TSR=94%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
121 psi
|
|
Average Wet Tensile Strength
|
114 psi
|
|
Tensile Strength Ratio
|
0.94
|
