Sample Record for 2025-07-20-13
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 1001090 DEA: 021K0504 EFIS: 0224000046
QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-44-L0.4/L1.8
Work Description: COLD PLANE AC PVMT AND RHMA (GAP GRADED).
Location Description: SHASTA COUNTY IN REDDING FROM CONTINENTAL UNDERCROSSING NO. 06-0135L TO ROUTE 5/44 SEPARATION
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Nathan Alexander Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2025-07-20-13
TL Number from the TL Form: 847837
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: 07/20/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/23/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79963
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: JF Shea Construction - Fawndale Rock and Asphalt - Redding, CA
Material Information
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG:
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Lime
Test Results
Test 1 of 8
DIME Test ID: 2025-07-20-13-1
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: 08/04/2025
Date Tested: 07/22/2025
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=2.504
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
|
7331.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1648.4 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8321.7 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.504
|
|
Theoretical maximum density at 25°C (77°F)
|
2496.7 kg/m^3
|
Test 2 of 8
DIME Test ID: 2025-07-20-13-2
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: 08/04/2025
Date Tested: 07/29/2025
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: Pb=7.16%
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
|
3018.3 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4645.4 g
|
|
Mass of HMA Sample prior to ignition
|
1627.1 g
|
|
Corrected Asphalt Binder Content
|
7.16 %
|
|
Mass Loss
|
120.6 g
|
|
Mass of aggregate remaining after ignition
|
1506.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.07 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.18 %
|
|
Test Temperature
|
538 C
|
Test 3 of 8
DIME Test ID: 2025-07-20-13-3
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)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 01/15/2026. The corrected test ID is: 2025-07-20-13-7
Reason: corrected
Test 4 of 8
DIME Test ID: 2025-07-20-13-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive, MS-83,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
This test has been superseded on 01/15/2026. The corrected test ID is: 2025-07-20-13-8
Reason: corrected
Test 5 of 8
DIME Test ID: 2025-07-20-13-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/04/2025
Date Tested: 08/01/2025
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=132 psi, S2=106 psi, TSR=80%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
132 psi
|
|
Average Wet Tensile Strength
|
106 psi
|
|
Tensile Strength Ratio
|
0.8
|
Test 6 of 8
DIME Test ID: 2025-07-20-13-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 01/15/2026
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: Rut=0.1in.@N₁₅₀₀₀,
Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
9.2 %
|
|
Air Void Content for specimen A-2
|
9 %
|
|
Air Void Content for specimen B-1
|
9.1 %
|
|
Air Void Content for specimen B-2
|
9.1 %
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.19 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.18 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.19 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.58 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.47 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.53 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.91 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.67 mm
|
|
Average impression at 15000 passes (left/right avg)
|
1.79 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
Test 7 of 8
DIME Test ID: 2025-07-20-13-7
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: 01/15/2026
Date Tested: 07/24/2025
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: Gmb≈2.371@N₁₅₀,
Gmb=2.333@N₈₅
The test was superseded from test ID: 2025-07-20-13-3
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.359
|
|
Bulk Specific Gravity 2
|
2.376
|
|
Bulk Specific Gravity 3
|
2.378
|
|
Average Bulk Specific Gravity
|
2.371
|
Test 8 of 8
DIME Test ID: 2025-07-20-13-8
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 01/15/2026
Date Tested: 07/24/2025
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: AASHTO T 269:
Pa≈5.3%@N₁₅₀,
Pa=6.8%@N₈₅;
MS-2:
VMA≈20.3%,
VFA≈73.7%,
DP=0.5
The test was superseded from test ID: 2025-07-20-13-4
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Percent Air Voids
|
5.8 %
|
|
Percent Air Voids 2
|
5.1 %
|
|
Percent Air Voids 3
|
5 %
|
|
Average Percent Air Voids
|
5.3 %
|
