Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994638 DEA: 023J8404 EFIS: 0222000089
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-96-28.0/34.5
Work Description: HMA OVERLAY WITH REPLACE ASPHALT CONCRETE SURFACING.
Location Description: SISKIYOU COUNTY NEAR HAPPY CAMP FROM 4.6 MILES WEST OF CLEAR CREEK BRIDGE TO 0.2 MILE EAST OF OAK FLAT CREEK BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 Clear Creek Road, Redding, CA 96001
Resident Engineer: Nicholas Riddle Structure Rep.: Unknown
DIME Sample ID: 2023-10-03-33
TL Number from the TL Form: 824481
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: 10/03/2023
Date that the sample was received by the laboratory/organization performing the testing: 10/03/2023
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 with 23.6% RAP and virgin PG 58-22 binder from Valero (Benicia, CA)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79366
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction - Fawndale Rock and Asphalt (Redding, CA)
DIME Test ID: 2023-10-03-33-2
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/16/2023
Date Tested: 10/16/2023
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=148psi,
S2=133psi,
TSR=90%
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
148 psi
|
Average Wet Tensile Strength
|
133 psi
|
Tensile Strength Ratio
|
0.9
|
DIME Test ID: 2023-10-03-33-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/16/2023
Date Tested: 10/04/2023
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=3.3%
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
3.3 %
|
Percent Air Voids 2
|
3.1 %
|
Percent Air Voids 3
|
3.5 %
|
Percent Air Voids Average
|
3.3 %
|
DIME Test ID: 2023-10-03-33-4
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: 10/16/2023
Date Tested: 10/04/2023
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=2.427
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.427
|
Bulk Specific Gravity 2
|
2.432
|
Bulk Specific Gravity 3
|
2.421
|
Average Bulk Specific Gravity
|
2.427
|
DIME Test ID: 2023-10-03-33-5
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: 10/16/2023
Date Tested: 10/04/2023
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=2.510
Test Result Compliance: complies
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
|
2536.8 grams
|
Mass of container filled with the sample and water for Sample 1
|
8861.1 grams
|
Temperature of Water
|
24 °F
|
Specific Gravity for Sample 1
|
2.510
|
Theoretical maximum density at 25°C (77°F)
|
2502.7 kg/m^3
|
DIME Test ID: 2023-10-03-33-6
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: 10/16/2023
Date Tested: 10/04/2023
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=4.84%
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
|
3016.2 g
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5079.7 g
|
Mass of HMA Sample prior to ignition
|
2063.5 g
|
Corrected Asphalt Binder Content
|
4.84 %
|
Mass Loss
|
113.5 g
|
Mass of aggregate remaining after ignition
|
1950.0 g
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.51 %
|
Moisture Content
|
0.00 %
|
Temperature Compensation Factor
|
0.15 %
|
Test Temperature
|
538 C
|