Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1002511 DEA: 022K2104 EFIS: 0225000051
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-36,172-unknown
Work Description:
Location Description: FOR CONSTRUCTION ON STATE HIGHWAY IN TEHAMA COUNTY NEAR MINERAL ON ROUTE 36 FROM 1.3 MILES EAST OF NORTH JUNCTION ROUTE 89 TO 0.1 MILE WEST OF MILL CREEK BRIDGE AND ON ROUTE 172 FROM 0.7 MILE WEST OF DOGWOOD WAY TO EAST JUNCTION OF ROUTE 36.
Contractor Name: Dig It Construction
Contractor Address: 803 Lorraine Dr, P.O. Box 494, Chester, CA 96020
Resident Engineer: Damion Farley Structure Rep.: Unknown
DIME Sample ID: 2026-08-20-70
TL Number from the TL Form: 036647
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 08/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 08/21/2026
The quantity of what the sample constitutes: 2 bags of RAP
A brief description of the sample: Production Start-Up Evaluation
From where was the sample collected: Manufacturer
Laboratory sample identification: D80366B
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Dig It Construction — Sierra Cascade Aggregate and Asphalt Products (Chester, CA)
DIME Test ID: 2026-08-20-70-1
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: 09/09/2026
Date Tested: 08/28/2026
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: Gmmr=2.511, Gser≈2.707
Test Result Compliance: complies
Additional Comments When Verified:
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Number of tests
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1
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What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
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|
Method Performed
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Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7330.2 grams
|
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Mass of oven-dry sample in air for Sample 1
|
1587.1 grams
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Mass of container filled with the sample and water for Sample 1
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8285.2 grams
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Temperature of Water
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77 °F
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Specific Gravity for Sample 1
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2.511
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Theoretical maximum density at 25°C (77°F)
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2503.7 kg/m^3
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DIME Test ID: 2026-08-20-70-2
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: 09/09/2026
Date Tested: 09/02/2026
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: Pbr(uncorrected)=5.60%,
Pbr≈4.87%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
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Celsius
|
|
Test procedure used?
|
Method A
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Mass of the specimen basket assembly
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3045.9 g
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|
Mass of the specimen and specimen basket assembly prior to ignition
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4660.3 g
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Mass of HMA Sample prior to ignition
|
1614.4 g
|
|
Corrected Asphalt Binder Content
|
5.6 %
|
|
Mass Loss
|
93.4 g
|
|
Mass of aggregate remaining after ignition
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1521 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
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no data0 %
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|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-08-20-70-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/09/2026
Date Tested: 09/01/2026
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: not applicable
Additional Comments When Verified:
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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 %
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|
Aggregate correction factor for the 1 1/2 in. sieve (% passing)
|
no data0 %
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|
Aggregate correction factor for the 1 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 3/4 in. sieve (% passing)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.9 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
4.1 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
2.2 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
1.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.8 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
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-0.3 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.3 %
|
|
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
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99 %
|
|
Cumulative percent passing the #4 sieve
|
77 %
|
|
Cumulative percent passing the #8 sieve
|
56 %
|
|
Cumulative percent passing the #16 sieve
|
41 %
|
|
Cumulative percent passing the #30 sieve
|
30 %
|
|
Cumulative percent passing the #50 sieve
|
21 %
|
|
Cumulative percent passing the #100 sieve
|
15 %
|
|
Cumulative percent passing the #200 sieve
|
10.6 %
|
