Print Report | Back to Sample Detail

Sample Record for 2023-06-15-63

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

Project Information

Project ID: 994844 DEA: 023J7904 EFIS: 0222000084 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-299-0/R5.7
Work Description: Pavement Preservation (State Funded) Many Buckhorns Mill & Fill
Location Description:
Contractor Name: J.F. SHEA CONSTRUCTION, INC
Contractor Address: 17400 CLEAR CREEK ROAD, REDDING, CA 96001
Resident Engineer: Nathan Alexander Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-06-15-63
TL Number from the TL Form: 867315
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: 06/15/2023
Date that the sample was received by the laboratory/organization performing the testing: 06/12/2023
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)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79272
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: 2302P02
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-06-15-63-1
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: 08/25/2023
Date Tested: 08/14/2023
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=7.50%
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 3017.6 g
Mass of the specimen and specimen basket assembly prior to ignition 4530.8 g
Mass of HMA Sample prior to ignition 1513.2 g
Corrected Asphalt Binder Content 7.50 %
Mass Loss 117.6 g
Mass of aggregate remaining after ignition 1395.6 g
Correction Factor (Percent by mass of HMA Specimen) 0.07 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.20 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2023-06-15-63-2
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: 08/25/2023
Date Tested: 06/19/2023
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=2.500
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 1512.5 grams
Mass of container filled with the sample and water for Sample 1 8243.3 grams
Temperature of Water 76 °F
Specific Gravity for Sample 1 2.500
Theoretical maximum density at 25°C (77°F) 2492.8 kg/m^3

Test 3 of 6

DIME Test ID: 2023-06-15-63-3
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: 08/25/2023
Date Tested: 06/20/2023
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=2.364
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.365
Bulk Specific Gravity 2 2.360
Bulk Specific Gravity 3 2.365
Average Bulk Specific Gravity 2.363

Test 4 of 6

DIME Test ID: 2023-06-15-63-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/25/2023
Date Tested: 08/24/2023
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: AASHTOT269: Pa=5.5%, MS-2: VMA=20.9%, VFA=73.8%, DP=0.6
Test Result Compliance: does not comply
Additional Comments When Verified:
Percent Air Voids 5.4 %
Percent Air Voids 2 5.6 %
Percent Air Voids 3 5.4 %
Percent Air Voids Average 5.5 %

Test 5 of 6

DIME Test ID: 2023-06-15-63-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 08/25/2023
Date Tested: 07/06/2023
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=118psi, S2=113psi, TSR=96%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 118 psi
Average Wet Tensile Strength 113 psi
Tensile Strength Ratio 0.96

Test 6 of 6

DIME Test ID: 2023-06-15-63-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 08/25/2023
Date Tested: 07/27/2023
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:
Test Temperature 122 F
Type and Amount of Anti-Stripping Additive 1.0% Lime
Stripping Inflection Point (Wheel A) >15000
Stripping Inflection Point (Wheel B) >15000
Maximum impression at 5000 passes (left wheel) 0.98 mm
Maximum impression at 5000 passes (right wheel) 1 mm
Average impression at 5000 passes (left/right avg) 0.99 mm
Maximum impression at 10000 passes (left wheel) 1.17 mm
Maximum impression at 10000 passes (right wheel) 1.18 mm
Average impression at 10000 passes (left/right avg) 1.17 mm
Maximum impression at 15000 passes (left wheel) 1.29 mm
Maximum impression at 15000 passes (right wheel) 1.27 mm
Average impression at 15000 passes (left/right avg) 1.28 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data