Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 212778 DEA: 023H6504 EFIS: 0218000004
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-25.2/38.6
Work Description: HMA, THERMOPLASTIC TRAFFIC STRIPE, COLD PLANE AC PAVEMENT, GUARDRAIL.
Location Description: SISKIYOU COUNTY ABOUT 5.0 MILES NORTH OF WEED FROM NORTH EDGEWOOD OVERHEAD TO 0.2 MILE NORTH OF GRENADA OVERCROSSING
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: 17400 CLEAR CREEK RD, REDDING CA 96001
Resident Engineer: Austin Henry Structure Rep.: Alejandro Trochez
DIME Sample ID: 2024-06-17-146
TL Number from the TL Form: 899699
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 06/17/2024
Date that the sample was received by the laboratory/organization performing the testing: 06/17/2024
The quantity of what the sample constitutes: 750 tons
A brief description of the sample: 12 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 64-28)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79581
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
DIME Test ID: 2024-06-17-146-1
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: 10/03/2024
Date Tested: 06/17/2024
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=2.607
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
|
7333.7 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
2573.1 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8919.7 grams
|
|
Temperature of Water
|
25 °F
|
|
Specific Gravity for Sample 1
|
2.607
|
|
Theoretical maximum density at 25°C (77°F)
|
2599.4 kg/m^3
|
DIME Test ID: 2024-06-17-146-5
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: 10/03/2024
Date Tested: 10/01/2024
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: Pr=4.98%
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
|
3034.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5085.9 g
|
|
Mass of HMA Sample prior to ignition
|
2051.3 g
|
|
Corrected Asphalt Binder Content
|
4.98 %
|
|
Mass Loss
|
114.8 g
|
|
Mass of aggregate remaining after ignition
|
1936.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.47 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.15 %
|
|
Test Temperature
|
538 C
|
