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Sample Record for 2023-07-10-70

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994544 DEA: 023J8204 EFIS: 0222000087 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R19.0/R25.3
Work Description: COLD PLANE AC PAVEMENT AND PLACE RUBBERIZED HMA (GAP GRADED).
Location Description: SISKIYOU COUNTY IN AND NEAR WEED FROM 0.1 MILE SOUTH OF ROUTE 97 TO 0.1 MILE NORTH OF NORTH EDGEWOOD OVERHEAD
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-07-10-70
TL Number from the TL Form: 897596
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: 07/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2023
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) with virgin PG 64-16 from Valero (Benicia)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79288
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. 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: JMF351320237
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 7

Test Results

Test 1 of 7

DIME Test ID: 2023-07-10-70-1
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: 11/02/2023
Date Tested: 08/15/2023
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=7.45%
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 3109 g
Mass of the specimen and specimen basket assembly prior to ignition 4611.4 g
Mass of HMA Sample prior to ignition 1502.4 g
Corrected Asphalt Binder Content 7.45 %
Mass Loss 116 g
Mass of aggregate remaining after ignition 1386.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.07 %
Moisture Content no data0 %
Temperature Compensation Factor 0.2 %
Test Temperature 538 C

Test 2 of 7

DIME Test ID: 2023-07-10-70-2
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: 11/02/2023
Date Tested: 07/10/2023
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=2.493
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 7335.7 grams
Mass of oven-dry sample in air for Sample 1 1508.6 grams
Mass of container filled with the sample and water for Sample 1 8239.1 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.493
Theoretical maximum density at 25°C (77°F) 2485.8 kg/m^3

Test 3 of 7

DIME Test ID: 2023-07-10-70-3
Test Method: AASHTO T312-14: Preparing and Determining the Density of Asphalt Mixture Specimens by Means of the Superpave Gyratory Compactor (Method of Compaction)
Verified Date: 11/02/2023
Date Tested: 07/12/2023
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: %Gmm8=86.1%, %Gmm150=96.6%
Test Result Compliance: not applicable
Additional Comments When Verified:
Volume of the specimen 2045.318 cm^3
Uncorrected relative density (Gmmu50-150) 93.4 %
Relative density (Gmm50-150) 96.6 %
Air Voids (AV50-150) 3.4 %

Test 4 of 7

DIME Test ID: 2023-07-10-70-4
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: 11/02/2023
Date Tested: 07/12/2023
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=2.403
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.404
Bulk Specific Gravity 2 2.407
Bulk Specific Gravity 3 2.399
Average Bulk Specific Gravity 2.403

Test 5 of 7

DIME Test ID: 2023-07-10-70-5
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 11/02/2023
Date Tested: 07/12/2023
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=3.6%, MS-2: VMA=19.3%, DP=0.5
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.6 %
Percent Air Voids 2 3.4 %
Percent Air Voids 3 3.8 %
Average Percent Air Voids 3.6 %

Test 6 of 7

DIME Test ID: 2023-07-10-70-6
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 11/02/2023
Date Tested: 07/18/2023
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=100psi, S2=92psi, TSR=92%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 100 psi
Average Wet Tensile Strength 92 psi
Tensile Strength Ratio 0.92

Test 7 of 7

DIME Test ID: 2023-07-10-70-7
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 11/02/2023
Date Tested: 08/03/2023
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: CT389: Nf>15000, SIP>15000; CT360: SA=0.1g/cm²
Test Result Compliance: complies
Additional Comments When Verified:
Specimen Preparation Method no data
Test Temperature 122 F
Air Void Content for specimen A-1 no data
Air Void Content for specimen A-2 no data
Air Void Content for specimen B-1 no data
Air Void Content for specimen B-2 no data
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 1.08 mm
Maximum impression at 5000 passes (right wheel) 0.92 mm
Average impression at 5000 passes (left/right avg) 1 mm
Maximum impression at 10000 passes (left wheel) 1.49 mm
Maximum impression at 10000 passes (right wheel) 1.14 mm
Average impression at 10000 passes (left/right avg) 1.32 mm
Maximum impression at 15000 passes (left wheel) 1.72 mm
Maximum impression at 15000 passes (right wheel) 1.18 mm
Average impression at 15000 passes (left/right avg) 1.45 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data