Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995119 DEA: 034H6004 EFIS: 0319000004
QA Service Level: 1
DIST-CO-RTE-PM: 03-PLA-49-R8.7/R10.6
Work Description: CONC BARRIER, JPCP, HMA, RDWY EXC, RCP AND LIGHTING.
Location Description: PLACER COUNTY NEAR AUBURN FROM 0.3 MILE SOUTH OF LORENSEN ROAD/FLORENCE LANE TO 0.4 MILE NORTH OF LONE STAR ROAD
Contractor Name: DESILVA GATES CONSTRUCTION, LLC
Contractor Address: Unknown
Resident Engineer: Jeff Johnson Structure Rep.: Asia Al Maliki
DIME Sample ID: 2025-08-01-81
TL Number from the TL Form:
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2025
The quantity of what the sample constitutes: 10 Boxes
A brief description of the sample: 1/2" HMA w/ 25% RAP
From where was the sample collected: Source
Laboratory sample identification: PSU 25-149
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Desilva Gates-Marysville
DIME Test ID: 2025-08-01-81-1
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: 09/24/2025
Date Tested: 09/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: R1
OBC 5.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
1684.5 g
|
|
Corrected Asphalt Binder Content
|
5.93 %
|
|
Mass Loss
|
114.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.87 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.02 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-08-01-81-2
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/24/2025
Date Tested: 09/15/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
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 1
|
7402.5 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1627.9 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8378 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.495
|
|
Theoretical maximum density at 25°C (77°F)
|
2488 kg/m^3
|
DIME Test ID: 2025-08-01-81-3
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 09/24/2025
Date Tested: 09/19/2025
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test: A Top 6.5
A Bottom 6.5
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
no data
|
|
Air Void Content for specimen A-2
|
no data
|
|
Air Void Content for specimen B-1
|
no data
|
|
Air Void Content for specimen B-2
|
no data
|
|
Stripping Inflection Point (Wheel A)
|
25000
|
|
Stripping Inflection Point (Wheel B)
|
25000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.63 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
4.98 mm
|
|
Average impression at 5000 passes (left/right avg)
|
3.81 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
3.12 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
5.12 mm
|
|
Average impression at 10000 passes (left/right avg)
|
4.12 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
3.23 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
5.18 mm
|
|
Average impression at 15000 passes (left/right avg)
|
4.21 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
3.38 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
5.28 mm
|
|
Average impression at 20000 passes (left/right avg)
|
4.33 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|