Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995538 DEA: 024H0604 EFIS: 0218000073
QA Service Level: 1
DIST-CO-RTE-PM: 02-PLU,PLU-36-
Work Description: CHESTER CAUSEWAY REHAB
Location Description: LASSEN AND PLUMAS COUNTIES FROM MELISSA AVENUE TO 0.6 MILE EAST OF RED RIVER CANAL
Contractor Name: HAT CREEK CONSTRUCTION & MATERIALS, INC.
Contractor Address: Unknown
Resident Engineer: Daniel Gibbs Structure Rep.: Unknown
DIME Sample ID: 2025-10-22-52
TL Number from the TL Form: 875615
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: 10/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 10/28/2025
The quantity of what the sample constitutes: 30000 Ton Milestone
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch Type A HMA (eq. PG 64-28 ) with 25.0 RAP and virgin PG 58-34 from Albina – Klamath Falls
From where was the sample collected: Manufacturer
Laboratory sample identification: D80112
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: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 6.2
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2025-10-22-52-1
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: 11/13/2025
Date Tested: 10/29/2025
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=2.457
Test Result Compliance: not applicable
Additional Comments When Verified:
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Number of Samples
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1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water 1
|
7331 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1585.5 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8271.3 grams
|
|
Temperature of Water
|
77.5 °F
|
|
Specific Gravity for Sample 1
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2.457
|
|
Theoretical maximum density at 25°C (77°F)
|
2450 kg/m^3
|
DIME Test ID: 2025-10-22-52-2
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: 11/13/2025
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: Pb=5.56%, TV=6.20%
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3032.5 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4547.9 g
|
|
Mass of HMA Sample prior to ignition
|
1515.4 g
|
|
Corrected Asphalt Binder Content
|
5.56 %
|
|
Mass Loss
|
100.2 g
|
|
Mass of aggregate remaining after ignition
|
1415.2 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.85 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.2 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-10-22-52-3
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: 11/13/2025
Date Tested: 10/31/2025
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
|
2.367
|
|
Bulk Specific Gravity 2
|
2.36
|
|
Bulk Specific Gravity 3
|
2.357
|
|
Average Bulk Specific Gravity
|
2.361
|
DIME Test ID: 2025-10-22-52-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/13/2025
Date Tested: 10/31/2025
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=3.9%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.7 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
4.1 %
|
|
Average Percent Air Voids
|
3.9 %
|
DIME Test ID: 2025-10-22-52-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/13/2025
Date Tested: 11/13/2025
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=134 psi, S2=119 psi, TSR=89%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
134 psi
|
|
Average Wet Tensile Strength
|
119 psi
|
|
Tensile Strength Ratio
|
0.89
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