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Sample Record for 2026-10-05-33

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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: 2026-10-05-33
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: 10/05/2026
Date that the sample was received by the laboratory/organization performing the testing: 10/06/2026
The quantity of what the sample constitutes: HMA- L1SL3
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: 1
Sublot number: 3
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): 3

Test Results

Test

DIME Test ID: 2026-10-05-33-1
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: 10/06/2026
Date Tested: 10/06/2026
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 4260.5 g
Mass of the specimen and specimen basket assembly prior to ignition 6375.4 g
Corrected Asphalt Binder Content 4.29 %
Mass of HMA Sample prior to ignition 2114.9 g
Mass Loss 95.7 g
Mass of aggregate remaining after ignition 2019.2 g
Correction Factor (Percent by mass of HMA Specimen) 0.24 %
Moisture Content no data0 %
Temperature Compensation Factor no data0 %
Test Temperature 538 F

Test

DIME Test ID: 2026-10-05-33-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 10/06/2026
Date Tested: 10/06/2026
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: does not comply
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 82 %
Cumulative percent passing the 3/8 in. sieve 67 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 35 %
Cumulative percent passing the #16 sieve 26 %
Cumulative percent passing the #30 sieve 18 %
Cumulative percent passing the #50 sieve 12 %
Cumulative percent passing the #100 sieve 7 %
Cumulative percent passing the #200 sieve 4.8 %

Test

DIME Test ID: 2026-10-05-33-3
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: 10/07/2026
Date Tested: 10/07/2026
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 2.32
Bulk Specific Gravity 2 2.269
Average Bulk Specific Gravity 2.295