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Sample Record for 2024-09-09-104

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Project Information

Project ID: 214469 DEA: 030H08U4 EFIS: 0319000029 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-50-L0.2/R6.1
Work Description: Sac 50 Design Build PLEASE NOTE THAT DESIGN BUILDER MUST PERFORM QUALITY VALIDATION TESTING IN ACCORDANCE WITH THE MATERIAL CONTROL SCHEDULE (MCS) FOR ITEMS SUCH AS STRANDS, HS BOLTS, ELASTOMERIC BEARING PADS, JOINT SEALANTS, COUPLERS & WELDED HOOPS, ETC
Location Description: FROM 0.1 MILE EAST OF I-5 TO 0.8 MILE EAST OF WATT AVE
Contractor Name: FLATIRON WEST INC
Contractor Address: 2100 Goodyear Rd., Benicia, CA 94510
Resident Engineer: John Ruzic Structure Rep.: Conor Hennessy

Sample Information

DIME Sample ID: 2024-09-09-104
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: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/16/2024
The quantity of what the sample constitutes: 1/2" HMA w/ 15% RAP
A brief description of the sample: 10 Boxes
From where was the sample collected: Source
Laboratory sample identification: Daily 24-216
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins

Material Information

HMA Type: Type A HMA
HMA Grading: 1/2 inch
Lot number: 8
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: 2024-09-09-104-1
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/10/2024
Date Tested: 10/04/2024
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
Average impression at 5000 passes (left/right avg) 1.4 mm
Average impression at 10000 passes (left/right avg) 1.705 mm
Average impression at 15000 passes (left/right avg) 1.905 mm
Average impression at 20000 passes (left/right avg) 2.035 mm
Average impression at 25000 passes (left/right avg) 2.2 mm

Test 2 of 4

DIME Test ID: 2024-09-09-104-2
Test Method: AASHTO T166-16: Standard Method of Test for Bulk Specific Gravity (Gmb) of Compacted Asphalt Mixtures Using Saturated Surface-Dry Specimens (Method A)
Verified Date: 10/10/2024
Date Tested: 10/03/2024
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:
Number of tests 4
Bulk Specific Gravity 1 2.368
Bulk Specific Gravity 2 2.365
Bulk Specific Gravity 3 2.363
Bulk Specific Gravity 4 2.371
Percent of water absorbed by volume 1 0.7 %
Percent of water absorbed by volume 2 0.7 %
Percent of water absorbed by volume 3 0.45 %
Percent of water absorbed by volume 4 0.49 %
Average Bulk Specific Gravity 2.367

Test 3 of 4

DIME Test ID: 2024-09-09-104-3
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: 10/10/2024
Date Tested: 09/26/2024
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 2.542
Theoretical maximum density at 25°C (77°F) 3 kg/m^3

Test 4 of 4

DIME Test ID: 2024-09-09-104-4
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: 10/10/2024
Date Tested: 10/10/2024
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 5.1
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 1636 g
Corrected Asphalt Binder Content 5.3 %
Mass Loss 97.4 g
Correction Factor (Percent by mass of HMA Specimen) 0.65 %
Moisture Content no data0 %
Temperature Compensation Factor 0.02 %
Test Temperature 538 C