Print Report | Back to Sample Detail

Sample Record for 2024-07-09-84

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 994235 DEA: 030J8704 EFIS: 0320000035 QA Service Level: 1
DIST-CO-RTE-PM: 03-BUT-191-8.4/10.1
Work Description: STABILIZE CUT SLOPE, WIDEN SHOULDERS, REPLACE DRAINAGE AND PLACE HMA.
Location Description: BUTTE COUNTY IN AND NEAR PARADISE FROM 0.3 MILES SOUTH OF AIRPORT ROAD TO 0.2 MILES NORTH OF OLD CLARK ROAD
Contractor Name: A. TEICHERT & SON, INC. DBA TEICHERT CONSTRUCTION
Contractor Address: 4401 Duluth Ave, Rocklin, CA 95765
Resident Engineer: Dwayne Grandy Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2024-07-09-84
TL Number from the TL Form: C803758
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: 07/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 07/10/2024
The quantity of what the sample constitutes: 3/4" HMA w/ 15% RAP
A brief description of the sample: 12 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-102
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Hallwood

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 1
HMA Mix Number:
Binder content (%):
Virgin binder PG:
Design binder PG:
Binder Supplier:
RAP content (%):
WMA Additives:
Antistrip type:
Test results on following page(s): 4

Test Results

Test 1 of 4

DIME Test ID: 2024-07-09-84-1
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 07/16/2024
Date Tested: 07/15/2024
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: Average from 4 cylinders
Test Result Compliance: complies
Additional Comments When Verified:
Percent Air Voids 7.2 %

Test 2 of 4

DIME Test ID: 2024-07-09-84-2
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: 07/16/2024
Date Tested: 07/11/2024
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
Specific Gravity for Sample 1 2.589
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 3 of 4

DIME Test ID: 2024-07-09-84-3
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: 07/16/2024
Date Tested: 07/11/2024
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 4.7
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 2167 g
Corrected Asphalt Binder Content 4.73 %
Mass Loss 113.5 g
Correction Factor (Percent by mass of HMA Specimen) 0.51 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C

Test 4 of 4

DIME Test ID: 2024-07-09-84-4
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/16/2024
Date Tested: 07/15/2024
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: complies
Additional Comments When Verified:
Specimen Preparation Method no data
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) 1.74 mm
Maximum impression at 5000 passes (right wheel) 1.57 mm
Average impression at 5000 passes (left/right avg) 1.66 mm
Maximum impression at 10000 passes (left wheel) 2.09 mm
Maximum impression at 10000 passes (right wheel) 1.88 mm
Average impression at 10000 passes (left/right avg) 1.98 mm
Maximum impression at 15000 passes (left wheel) 2.29 mm
Maximum impression at 15000 passes (right wheel) 2.06 mm
Average impression at 15000 passes (left/right avg) 2.17 mm
Maximum impression at 20000 passes (left wheel) 2.44 mm
Maximum impression at 20000 passes (right wheel) 2.21 mm
Average impression at 20000 passes (left/right avg) 2.33 mm
Average impression at 25000 passes (left/right avg) 2.42 mm