Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212498 DEA: 021H5204 EFIS: 0217000009
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-3,263-48.5/49.7 - 49.41
Work Description: Roadway Rehabilitation
Location Description: 02-Sis-3, 263-R46.8/R48.0, 49.07/49.41
Contractor Name: Myers-Shea JV
Contractor Address: 45 Morrison Ave, Sacramento, CA 95838
Resident Engineer: Austin Henry Structure Rep.: Nicolas Jimenez
DIME Sample ID: 2022-09-02-55
TL Number from the TL Form: 891189
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/02/2022
Date that the sample was received by the laboratory/organization performing the testing: 09/02/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Lime Treated 3/4-inch Type A HMA (eq. PG 64-28 M) with 23.6% RAP and virgin PG 58-34 M from Valero – Benicia
From where was the sample collected: Manufacturer
Laboratory sample identification: D79149
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction – Fawndale Rock and Asphalt (Redding, CA)
DIME Test ID: 2022-09-02-55-1
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: 09/16/2022
Date Tested: 09/06/2022
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
Number of tests
|
1
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Air
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of container filled with water
|
7335.8 grams
|
Mass of oven-dry sample in air for Sample 1
|
2517.2 grams
|
Mass of container filled with the sample and water for Sample 1
|
8867.7 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.555
|
Theoretical maximum density at 25°C (77°F)
|
159.0 lb/ft^3
|
DIME Test ID: 2022-09-02-55-2
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: 09/16/2022
Date Tested: 09/02/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used?
|
Fahrenheit
|
Test procedure used?
|
no data
|
Mass of HMA Sample prior to ignition
|
no data
|
Corrected Asphalt Binder Content
|
4.96 %
|
Mass Loss
|
no data
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.19 %
|
Moisture Content
|
no data
|
Temperature Compensation Factor
|
no data
|
Test Temperature
|
no data
|
DIME Test ID: 2022-09-02-55-3
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: 09/16/2022
Date Tested: 09/06/2022
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:
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk Specific Gravity
|
2.437
|
Bulk Specific Gravity 2
|
2.445
|
Bulk Specific Gravity 3
|
2.446
|
Average Bulk Specific Gravity
|
2.443
|
DIME Test ID: 2022-09-02-55-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/16/2022
Date Tested: 09/06/2022
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: VMA = 13.5%,
VFA = 67.4%,
DP = 1.4
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids
|
4.6 %
|
Percent Air Voids 2
|
4.3 %
|
Percent Air Voids 3
|
4.3 %
|
Percent Air Voids Average
|
4.4 %
|
DIME Test ID: 2022-09-02-55-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/16/2022
Date Tested: 09/14/2022
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:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used?
|
SI Units
|
Average Dry Tensile Strength
|
142 psi
|
Average Wet Tensile Strength
|
136 psi
|
Tensile Strength Ratio
|
0.96
|