Print Report | Back to Sample Detail

Sample Record for 2022-07-14-76

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

Project Information

Project ID: 993112 DEA: 021H4704 EFIS: 0216000044 QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-5-36.3/41.6
Work Description: ROADWAY EXCAVATION, HMA (TYPE A), CULVERT WORK AND RSP.
Location Description: TEHAMA COUNTY NEAR RED BLUFF FROM NINE MILE HILL OVERCROSSING TO 0.1 MILE NORTH OF BOWMAN ROAD OVERCROSSING
Contractor Name: BALDWIN CONTRACTING COMPANY INC. DBA. KNIFE RIVER CONSTRUC TION
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2022-07-14-76
TL Number from the TL Form: 037266
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Department Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 07/14/2022
Date that the sample was received by the laboratory/organization performing the testing: 07/15/2022
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D79095B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis – Northstate Asphalt (Redding, CA)

Material Information

RAP Source: Northstate Asphalt
Aggregate Size: 1/2-inch
Aggregate Source:
RAP Stockpile:
Stockpile Size (tons):
Reclaimed Asphalt Pavement Mix Number:
Test results on following page(s): 3

Test Results

Test 1 of 3

DIME Test ID: 2022-07-14-76-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 07/29/2022
Date Tested: 07/21/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
What is the unit of measurement for theoretical density? US Units
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7335.7 grams
Mass of oven-dry sample in air for Sample 1 2563.2 grams
Mass of container filled with the sample and water for Sample 1 8896.1 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.556
Theoretical maximum density at 25°C (77°F) 159.1 lb/ft^3

Test 2 of 3

DIME Test ID: 2022-07-14-76-2
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: 07/29/2022
Date Tested: 07/19/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What temperature unit is used? Fahrenheit
Test procedure used? no data
Mass of HMA Sample prior to ignition no data
Corrected Asphalt Binder Content 4.88 %
Mass Loss no data
Correction Factor (Percent by mass of HMA Specimen) no data0 %
Moisture Content no data
Temperature Compensation Factor no data
Test Temperature no data

Test 3 of 3

DIME Test ID: 2022-07-14-76-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 07/29/2022
Date Tested: 07/20/2022
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Is an aggregate correction factor used? No
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 96.4 %
Cumulative percent passing the 1/2 in. sieve 82.7 %
Cumulative percent passing the 3/8 in. sieve 65.9 %
Cumulative percent passing the 1/4 in. sieve 51.9 %
Cumulative percent passing the #4 sieve 46.3 %
Cumulative percent passing the #8 sieve 34.4 %
Cumulative percent passing the #16 sieve 25.6 %
Cumulative percent passing the #30 sieve 19.1 %
Cumulative percent passing the #50 sieve 14.2 %
Cumulative percent passing the #100 sieve 10.7 %
Cumulative percent passing the #200 sieve 8.2 %