Print Report | Back to Sample Detail

Sample Record for 2026-10-08-8

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

Project Information

Project ID: 1001572 DEA: 060W9204 EFIS: 0618000063 QA Service Level: 1
DIST-CO-RTE-PM: 06-KER-5-4.1/10.7
Work Description: RDWY EXC, CRCP, JPCP, HMA, TEMP BARRIER SYSTEM, AND AGGREGATE SUBBASE.
Location Description: KERN COUNTY NEAR GRAPEVINE FROM 0.3 MILE SOUTH OF GRAPEVINE CREEK BRIDGE TO 0.5 MILE NORTH OF GRAPEVINE ROAD UNDERCROSSING
Contractor Name: C.A. RASMUSSEN INC
Contractor Address: 28548 Livingston Ave., Valencia, CA 91355
Resident Engineer: Kristopher Raber Structure Rep.: Albert Heredia

Sample Information

DIME Sample ID: 2026-10-08-8
TL Number from the TL Form:
Sample Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Sample Organization Contact: 661-549-8281
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 10/08/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/08/2026
The quantity of what the sample constitutes: HMA- L2SL12
A brief description of the sample: 3/4 HMA-SP Type A
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan San Emidio

Material Information

HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 2
Sublot number: 12
HMA Mix Number:
Binder content (%): 4.5
Virgin binder PG: PG 64-10
Design binder PG: PG 64-10
Binder Supplier: San Juaquin Refinery
RAP content (%): 15
WMA Additives: No
Antistrip type: .8% Lime
Test results on following page(s): 5

Test Results

Test

DIME Test ID: 2026-10-08-8-1
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: 10/08/2026
Date Tested: 10/08/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance:
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 7327 grams
Mass of oven-dry sample in air for Sample 1 2550.9 grams
Mass of container filled with the sample and water for Sample 1 8849.7 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.481
Theoretical maximum density at 25°C (77°F) 2474 kg/m^3

Test

DIME Test ID: 2026-10-08-8-2
Test Method: AASHTO T308-25: 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: 10/08/2026
Date Tested: 10/08/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? Method A
Mass of the specimen basket assembly 3984.7 g
Mass of the specimen and specimen basket assembly prior to ignition 6196.8 g
Corrected Asphalt Binder Content 4.55 %
Mass of HMA Sample prior to ignition 2212.1 g
Mass Loss 107.2 g
Mass of aggregate remaining after ignition 2104.9 g
Correction Factor (Percent by mass of HMA Specimen) 0.3 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-10-08-8-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/08/2026
Date Tested: 10/08/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 84

Test

DIME Test ID: 2026-10-08-8-4
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/08/2026
Date Tested: 10/08/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Is an aggregate correction factor used? Yes
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 87 %
Cumulative percent passing the 3/8 in. sieve 74 %
Cumulative percent passing the #4 sieve 56 %
Cumulative percent passing the #8 sieve 42 %
Cumulative percent passing the #16 sieve 30 %
Cumulative percent passing the #30 sieve 21 %
Cumulative percent passing the #50 sieve 14 %
Cumulative percent passing the #100 sieve 8 %
Cumulative percent passing the #200 sieve 5.7 %

Test

DIME Test ID: 2026-10-08-8-5
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: 10/09/2026
Date Tested: 10/09/2026
Submitted By Organization: CT D06 - Bakersfield Field Laboratory
Organization Address: 1824 Norris Road,
Organization City: Bakersfield
Organization State: CA
Organization Zipcode: 93308
Organization Email: kulwinder.rai@dot.ca.gov
Organization Phone: (661) 549-8281
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity 2.298
Bulk Specific Gravity 2 2.287
Bulk Specific Gravity 3 2.31
Average Bulk Specific Gravity 2.298