Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002305 DEA: 033G2504 EFIS: 0323000268
QA Service Level: 1
DIST-CO-RTE-PM: 03-ED-50-
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN EL DORADO COUNTY NEAR PLACERVILLE FROM EAST SHINGLE SPRINGS UNDERCROSSING TO FORNI ROAD OVERCROSSING AT VARIOUS LOCATIONS
Contractor Name: MYERS & SONS CONSTRUCTION, LLC.
Contractor Address: 45 Morrison ave, Sacramento CA, 95838
Resident Engineer: Spencer Adams Structure Rep.: Unknown
DIME Sample ID: 2026-08-05-51
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Dispute Resolution
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/07/2026
The quantity of what the sample constitutes: 2 Core and 2 boxes of HMA
A brief description of the sample: 1/2" HMA-A
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Grantline
DIME Test ID: 2026-08-05-51-1
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: 08/12/2026
Date Tested: 08/12/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test: Sample 1: WB 50 LN #1
Sample 2: LN#2
Test Result Compliance:
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.37
|
|
Bulk Specific Gravity 2
|
2.355
|
|
Average Bulk Specific Gravity
|
2.363
|
DIME Test ID: 2026-08-05-51-2
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: 08/12/2026
Date Tested: 08/12/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of tests
|
2
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Water
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of oven-dry sample in air for Sample 1
|
1621.2 grams
|
|
Mass of sample in water for Sample 1
|
984.5 grams
|
|
Mass of oven-dry sample in air for Sample 2
|
1619.1 grams
|
|
Mass of sample in water for Sample 2
|
980 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.546
|
|
Specific Gravity for Sample 2
|
2.533
|
|
Average Specific Gravity
|
2.54
|
|
Theoretical maximum density at 25°C (77°F)
|
2532.6 kg/m^3
|
DIME Test ID: 2026-08-05-51-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 08/12/2026
Date Tested: 08/12/2026
Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: guadalupe.magana@dot.ca.gov
Organization Phone: (530) 713-6823
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Percent Air Voids
|
6.7 %
|
|
Percent Air Voids 2
|
7.3 %
|
|
Average Percent Air Voids
|
7 %
|
|
Average Core Density
|
93 %
|
