Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993773 DEA: 021H5004 EFIS: 0216000045
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-3,299-VAR
Work Description: STRUCT CONC BRIDGE, POLYESTER CONC OVERLAY & ROCK SLOPE PROTECTION.
Location Description: TRINITY COUNTY AT VARIOUS LOCATIONS
Contractor Name: WEST COAST CONTRACTORS INC
Contractor Address: Unknown
Resident Engineer: Mandhir Grewal Structure Rep.: Mike Sears
DIME Sample ID: 2023-09-23-7
TL Number from the TL Form: 823608
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: 09/23/2023
Date that the sample was received by the laboratory/organization performing the testing: 09/25/2023
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 24.0% RAP and virgin PG 58-34 M binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79360
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis - Northstate Asphalt (Redding, CA)
DIME Test ID: 2023-09-23-7-1
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: 10/12/2023
Date Tested: 09/25/2023
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=2.521
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
|
2555.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8876.7 grams
|
|
Temperature of Water
|
25 °F
|
|
Specific Gravity for Sample 1
|
2.521
|
|
Theoretical maximum density at 25°C (77°F)
|
2513.7 kg/m^3
|
DIME Test ID: 2023-09-23-7-2
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: 10/12/2023
Date Tested: 09/26/2023
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=5.13
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
|
3015.8 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5083.5 g
|
|
Mass of HMA Sample prior to ignition
|
2067.7 g
|
|
Corrected Asphalt Binder Content
|
5.13 %
|
|
Mass Loss
|
118.6 g
|
|
Mass of aggregate remaining after ignition
|
1949.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.46 %
|
|
Moisture Content
|
0.00 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2023-09-23-7-3
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: 10/12/2023
Date Tested: 10/12/2023
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=2.433
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.439
|
|
Bulk Specific Gravity 2
|
2.429
|
|
Bulk Specific Gravity 3
|
2.430
|
|
Average Bulk Specific Gravity
|
2.433
|
DIME Test ID: 2023-09-23-7-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/12/2023
Date Tested: 09/27/2023
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: Pa=3.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.3 %
|
|
Percent Air Voids 2
|
3.6 %
|
|
Percent Air Voids 3
|
3.6 %
|
|
Percent Air Voids Average
|
3.5 %
|
DIME Test ID: 2023-09-23-7-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/12/2023
Date Tested: 10/12/2023
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: S1=101 psi, S2=82 psi, TSR=81%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
101 psi
|
|
Average Wet Tensile Strength
|
82 psi
|
|
Tensile Strength Ratio
|
0.81
|
