Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994726 DEA: 024H0904 EFIS: 0218000076
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-5716-
Work Description: INSTALL WASH WATER AND BRINE SYSTEMS.
Location Description: SHASTA COUNTY NEAR OLD STATION AT THE HAT CREEK MAINTENANCE STATION
Contractor Name: NENAD RADMANOVIC DBA RADMAN ELECTRIC
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2025-09-15-65
TL Number from the TL Form: 876957
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/15/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2025
The quantity of what the sample constitutes: 20,000 Tons
A brief description of the sample: 14 Boxes of Lime Treated 3/4-inch HMA-A, w/ 22% RAP, PG 58-34 Albina (K-Falls)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80045
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Hat Creek Construction and Materials - Ward Lake Plant (Litchfield, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 5.7
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 22
WMA Additives: No
Antistrip type: 1.0% Lime
DIME Test ID: 2025-09-15-65-1
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: 10/08/2025
Date Tested: 09/23/2025
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=2.474
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
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 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2616.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8889.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.474
|
|
Theoretical maximum density at 25°C (77°F)
|
2466.8 kg/m^3
|
DIME Test ID: 2025-09-15-65-2
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: 10/08/2025
Date Tested: 10/02/2025
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=5.71%, TV=5.67%
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
|
3041.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5185.9 g
|
|
Mass of HMA Sample prior to ignition
|
2144.6 g
|
|
Corrected Asphalt Binder Content
|
5.71 %
|
|
Mass Loss
|
144.1 g
|
|
Mass of aggregate remaining after ignition
|
2000.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.14 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-09-15-65-3
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/08/2025
Date Tested: 10/03/2025
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=111 psi, S2=104 psi, TSR=94%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
111 psi
|
|
Average Wet Tensile Strength
|
104 psi
|
|
Tensile Strength Ratio
|
0.94
|
DIME Test ID: 2025-09-15-65-4
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: 10/08/2025
Date Tested: 10/23/2025
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=2.361
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.359
|
|
Bulk Specific Gravity 2
|
2.367
|
|
Bulk Specific Gravity 3
|
2.358
|
|
Average Bulk Specific Gravity
|
2.361
|
DIME Test ID: 2025-09-15-65-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/08/2025
Date Tested: 09/24/2025
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=4.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.6 %
|
|
Percent Air Voids 2
|
4.3 %
|
|
Percent Air Voids 3
|
4.7 %
|
|
Average Percent Air Voids
|
4.5 %
|
