Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001999 DEA: 044X5604 EFIS: 0426000094
QA Service Level: 1
DIST-CO-RTE-PM: 04-ALA-680-M0.01/M0.01
Work Description:
Location Description:
Contractor Name: Case Pacific
Contractor Address: 2121 Ardmore Road, Paso Robles, CA 93446
Resident Engineer: Reza Kamkar Structure Rep.: Unknown
DIME Sample ID: 2026-08-14-88
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Sample Organization Contact: (510) 224-6127
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/14/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/17/2026
The quantity of what the sample constitutes: 750 Tons
A brief description of the sample: 3/4"HMA w/25% RAP
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Vulcan Pleasanton Plant
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number: 1
Sublot number: 4
HMA Mix Number: 220304
Binder content (%): 4.7
Virgin binder PG: PG 58-22
Design binder PG: PG 58-22
Binder Supplier: Pacific Northwestern Oil
RAP content (%): 25
WMA Additives: Yes
Antistrip type:
DIME Test ID: 2026-08-14-88-1
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: 09/08/2026
Date Tested: 09/02/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 1 SL. 3
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
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Method A
|
|
Mass of the specimen basket assembly
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3561.6 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
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5770.3 g
|
|
Corrected Asphalt Binder Content
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4.89 %
|
|
Mass of HMA Sample prior to ignition
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2208.7 g
|
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Mass Loss
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140.4 g
|
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Mass of aggregate remaining after ignition
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2068.3 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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1.33 %
|
|
Moisture Content
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no data0 %
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|
Temperature Compensation Factor
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0.14 %
|
|
Test Temperature
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482 C
|
DIME Test ID: 2026-08-14-88-2
Test Method: AASHTO T30-25: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/08/2026
Date Tested: 09/08/2026
Submitted By Organization: CT D04 - Pleasanton Field Laboratory
Organization Address: 5675 B Gibratar Drive,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: dennis.yeung@dot.ca.gov
Organization Phone: (510) 224-6127
General Comments for this Test: Lot 1 SL. 3
Test Result Compliance: complies
Additional Comments When Verified:
|
Is an aggregate correction factor used?
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Yes
|
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Aggregate correction factor for the 2 in. sieve (% passing)
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no data0 %
|
|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
0.9 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.4 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-0.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
0.7 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
2.3 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
2 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
1.4 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
0.5 %
|
|
Cumulative percent passing the 2 in. sieve
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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
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98 %
|
|
Cumulative percent passing the 1/2 in. sieve
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88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
82 %
|
|
Cumulative percent passing the #4 sieve
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54 %
|
|
Cumulative percent passing the #8 sieve
|
32 %
|
|
Cumulative percent passing the #16 sieve
|
23 %
|
|
Cumulative percent passing the #30 sieve
|
17 %
|
|
Cumulative percent passing the #50 sieve
|
13 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
6.8 %
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