Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66669 DEA: JMF-DATA EFIS: JMF-DATA
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for storing JMF sample data
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2026-04-16-63
TL Number from the TL Form:
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 04/16/2026
Date that the sample was received by the laboratory/organization performing the testing: 04/17/2026
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 70-10)
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River — Orland Plant (Orland. CA)
DIME Test ID: 2026-04-16-63-1
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: 05/05/2026
Date Tested: 04/21/2026
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.523
|
|
Bulk Specific Gravity 2
|
2.508
|
|
Bulk Specific Gravity 3
|
2.508
|
|
Average Bulk Specific Gravity
|
2.513
|
DIME Test ID: 2026-04-16-63-2
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: 05/05/2026
Date Tested: 04/17/2026
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
3
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Water
|
|
Specific Gravity for Sample 1
|
2.549
|
|
Specific Gravity for Sample 2
|
no data
|
|
Specific Gravity for Sample 3
|
no data
|
|
Average Specific Gravity
|
2.549
|
|
Theoretical maximum density at 25°C (77°F)
|
no data
|
DIME Test ID: 2026-04-16-63-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 05/05/2026
Date Tested: 04/20/2026
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: Submitted from JMF - Ward Jenkins
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
|
1 %
|
|
Percent Air Voids 2
|
1.6 %
|
|
Percent Air Voids 3
|
1.6 %
|
|
Average Percent Air Voids
|
1.4 %
|
