Print Report | Back to Sample Detail

Sample Record for 2023-08-20-16

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

Project Information

Project ID: 994543 DEA: 023J7604 EFIS: 0222000081 QA Service Level: 1
DIST-CO-RTE-PM: 02-SHA-273-12.8/14.6
Work Description: COLD PLANE ASPHALT CONCRETE PAVEMENT AND PLACE RUBBERIZED HMA-G.
Location Description: SHASTA COUNTY IN REDDING FROM 0.1 MILE NORTH OF CEDARS ROAD/S BONNYVIEW ROAD TO 0.1 MILE NORTH OF BUENAVENTURA BOULEVARD
Contractor Name: TULLIS INC.
Contractor Address: Unknown
Resident Engineer: Edward Worden Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2023-08-20-16
TL Number from the TL Form: 866066
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: 08/20/2023
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2023
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: D79333
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis — Northstate Asphalt (Redding, CA)

Material Information

HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: JMF3513202318
Test results on following page(s): 6

Test Results

Test 1 of 6

DIME Test ID: 2023-08-20-16-1
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: 03/07/2024
Date Tested: 08/21/2023
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=8.61%
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 3062.0 g
Mass of the specimen and specimen basket assembly prior to ignition 4566.2 g
Mass of HMA Sample prior to ignition 1504.2 g
Corrected Asphalt Binder Content 8.60 %
Mass Loss 139.8 g
Mass of aggregate remaining after ignition 1364.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.49 %
Moisture Content 0.00 %
Temperature Compensation Factor 0.20 %
Test Temperature 538 C

Test 2 of 6

DIME Test ID: 2023-08-20-16-2
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: 03/07/2024
Date Tested: 08/21/2023
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=2.394
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 7335.1 grams
Mass of oven-dry sample in air for Sample 1 1505.8 grams
Mass of container filled with the sample and water for Sample 1 8211.8 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.394
Theoretical maximum density at 25°C (77°F) 2387.1 kg/m^3

Test 3 of 6

DIME Test ID: 2023-08-20-16-3
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: 03/07/2024
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: Gmb=2.305
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity 2.303
Bulk Specific Gravity 2 2.309
Bulk Specific Gravity 3 2.305
Average Bulk Specific Gravity 2.306

Test 4 of 6

DIME Test ID: 2023-08-20-16-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/07/2024
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: CT 366: S=27; AASHTO T 269: Pa=3.7%; MS-2: VMA=19.7%, VFA=81.3%, DP=0.6
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 3.8 %
Percent Air Voids 2 3.6 %
Percent Air Voids 3 3.7 %
Percent Air Voids Average 3.7 %

Test 5 of 6

DIME Test ID: 2023-08-20-16-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 03/07/2024
Date Tested: 09/01/2023
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=115, S2=104, TSR=91%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? SI Units
Average Dry Tensile Strength 115 psi
Average Wet Tensile Strength 104 psi
Tensile Strength Ratio 0.9

Test 6 of 6

DIME Test ID: 2023-08-20-16-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 03/07/2024
Date Tested: 08/31/2023
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: Nf>15000, SIP>15000
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) 0.55 mm
Maximum impression at 5000 passes (right wheel) 1.04 mm
Average impression at 5000 passes (left/right avg) 0.8 mm
Maximum impression at 10000 passes (left wheel) 0.69 mm
Maximum impression at 10000 passes (right wheel) 1.25 mm
Average impression at 10000 passes (left/right avg) 0.97 mm
Maximum impression at 15000 passes (left wheel) 0.77 mm
Maximum impression at 15000 passes (right wheel) 1.36 mm
Average impression at 15000 passes (left/right avg) 1.06 mm
Average impression at 20000 passes (left/right avg) no data
Average impression at 25000 passes (left/right avg) no data