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: 2025-06-24-99
TL Number from the TL Form: 877789
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: 06/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 06/25/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 1/2-inch Type A HMA (eq. PG 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79922
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: JMF2503P01
Binder content (%): 6.2
Virgin binder PG:
Design binder PG: PG 64-28
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 25
WMA Additives:
Antistrip type: Lime
DIME Test ID: 2025-06-24-99-1
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: 11/04/2025
Date Tested: 06/30/2025
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: Pb=5.86%
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
|
3016.9 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4583.8 g
|
|
Mass of HMA Sample prior to ignition
|
1566.9 g
|
|
Corrected Asphalt Binder Content
|
5.87 %
|
|
Mass Loss
|
108.2 g
|
|
Mass of aggregate remaining after ignition
|
1458.7 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.85 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-06-24-99-2
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: 11/04/2025
Date Tested: 06/26/2025
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=2.459
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
|
7334 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1558.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8258.5 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.459
|
|
Theoretical maximum density at 25°C (77°F)
|
2451.9 kg/m^3
|
DIME Test ID: 2025-06-24-99-4
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: 11/04/2025
Date Tested: 06/26/2025
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=2.369
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.37
|
|
Bulk Specific Gravity 2
|
2.371
|
|
Bulk Specific Gravity 3
|
2.367
|
|
Average Bulk Specific Gravity
|
2.369
|
DIME Test ID: 2025-06-24-99-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/04/2025
Date Tested: 06/27/2025
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: AASHTO T 269:
Pa=3.7%;
MS-2:
VMA=14.6%,
VFA=75.0%,
DP=1.3
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.6 %
|
|
Percent Air Voids 2
|
3.6 %
|
|
Percent Air Voids 3
|
3.7 %
|
|
Average Percent Air Voids
|
3.6 %
|
DIME Test ID: 2025-06-24-99-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/04/2025
Date Tested: 07/10/2025
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=134psi,
S2=120psi,
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
|
120 psi
|
|
Tensile Strength Ratio
|
0.9
|
DIME Test ID: 2025-06-24-99-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/04/2025
Date Tested: 07/02/2025
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: CT 360:
SA=0.5g/cm²;
CT 389:
Nf>15000,
Rut=0.1in.@N15000
SIP>15000
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
6.8 %
|
|
Air Void Content for specimen A-2
|
7.3 %
|
|
Air Void Content for specimen B-1
|
7.1 %
|
|
Air Void Content for specimen B-2
|
7.1 %
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.13 mm
|
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Maximum impression at 5000 passes (right wheel)
|
2.09 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.11 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
2.57 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
2.41 mm
|
|
Average impression at 10000 passes (left/right avg)
|
2.49 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
2.88 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.55 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2.72 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
