Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1001306 DEA: 023H7704 EFIS: 0218000039
QA Service Level: 1
DIST-CO-RTE-PM: 02-TEH-99-0.0/12.5
Work Description: VINA REHAB: PLACE HMA, INSTALL CULVERTS, AND INSTALL GUARDRAIL.
Location Description: TEHAMA COUNTY IN AND NEAR LOS MOLINOS FROM BUTTE COUNTY LINE TO LOS MOLINOS CREEK BRIDGE
Contractor Name: DeSilva Gates
Contractor Address: 11555 Dublin Boulevard, Dublin, CA 94568
Resident Engineer: Edward Worden Structure Rep.: Unknown
DIME Sample ID: 2026-05-10-16
TL Number from the TL Form: 896853
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: Hot Mix Asphalt
Sample Taken Date: 05/10/2026
Date that the sample was received by the laboratory/organization performing the testing: 05/11/2026
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 3/4-inch Type A HMA (eq. PG 70-10)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80193
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction — Orland Plant (Orland, CA)
HMA Type: Type A HMA
HMA Grading: 3/4 inch
Lot number:
Sublot number:
HMA Mix Number: 2608P01
Binder content (%): 4.6
Virgin binder PG: PG 64-16
Design binder PG: PG 70-10
Binder Supplier: Pacific Northwest (Stockton, CA)
RAP content (%): 25
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2026-05-10-16-1
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: 06/12/2026
Date Tested: 06/10/2026
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: Pb=4.72%
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
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|
Test procedure used?
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Method A
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|
Mass of the specimen basket assembly
|
3035.7 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5239.1 g
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Mass of HMA Sample prior to ignition
|
2203.4 g
|
|
Corrected Asphalt Binder Content
|
4.72 %
|
|
Mass Loss
|
127.6 g
|
|
Mass of aggregate remaining after ignition
|
2075.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.94 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.13 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-05-10-16-2
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 06/12/2026
Date Tested: 06/11/2026
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: Post-production gradation is fine on the № 4 and 8 sieves.
Test Result Compliance: does not comply
Additional Comments When Verified:
|
Is an aggregate correction factor used?
|
Yes
|
|
Aggregate correction factor for the 2 in. sieve (% passing)
|
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)
|
-1.1 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
-2.2 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
-1.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
1.6 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
1.2 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
0.6 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
0.1 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.2 %
|
|
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
77 %
|
|
Cumulative percent passing the #4 sieve
|
56 %
|
|
Cumulative percent passing the #8 sieve
|
38 %
|
|
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
|
8 %
|
|
Cumulative percent passing the #200 sieve
|
5.8 %
|
DIME Test ID: 2026-05-10-16-3
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: 06/12/2026
Date Tested: 05/12/2026
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: Gmm=2.554
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
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|
What is the unit of measurement for theoretical density?
|
SI Units
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|
Mass Determination
|
Air
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|
Method Performed
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Mechanical Agitation - Method A
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|
Mass of container filled with water
|
7331.1 grams
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Mass of oven-dry sample in air for Sample 1
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2598 grams
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Mass of container filled with the sample and water for Sample 1
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8912 grams
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|
Temperature of Water
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76 °F
|
|
Specific Gravity for Sample 1
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2.554
|
|
Theoretical maximum density at 25°C (77°F)
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2546.6 kg/m^3
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DIME Test ID: 2026-05-10-16-4
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: 06/12/2026
Date Tested: 05/13/2026
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: Gmb=2.467
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.471
|
|
Bulk Specific Gravity 2
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2.467
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|
Bulk Specific Gravity 3
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2.462
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Average Bulk Specific Gravity
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2.467
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DIME Test ID: 2026-05-10-16-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 06/12/2026
Date Tested: 05/29/2026
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: S₁=198psi,
S₂=174psi,
TSR=87%
Test Result Compliance: complies
Additional Comments When Verified:
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Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
199 psi
|
|
Average Wet Tensile Strength
|
174 psi
|
|
Tensile Strength Ratio
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0.87
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DIME Test ID: 2026-05-10-16-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 06/12/2026
Date Tested: 05/18/2026
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: Rut=0.1in.@N₂₀₀₀₀,
Nf>20000,
SIP>20000
Test Result Compliance: complies
Additional Comments When Verified:
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Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
131 F
|
|
Air Void Content for specimen A-1
|
6.5 %
|
|
Air Void Content for specimen A-2
|
6.5 %
|
|
Air Void Content for specimen B-1
|
6.5 %
|
|
Air Void Content for specimen B-2
|
6.5 %
|
|
Stripping Inflection Point (Wheel A)
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>20000
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|
Stripping Inflection Point (Wheel B)
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>20000
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|
Maximum impression at 5000 passes (left wheel)
|
1.48 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.63 mm
|
|
Average impression at 5000 passes (left/right avg)
|
1.56 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.78 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
1.88 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.83 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.91 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
2.1 mm
|
|
Average impression at 15000 passes (left/right avg)
|
2 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
2.11 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
2.29 mm
|
|
Average impression at 20000 passes (left/right avg)
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2.2 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
DIME Test ID: 2026-05-10-16-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 06/12/2026
Date Tested: 05/13/2026
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: AASHTO T 269:
Pa=3.4%;
MS-2:
VMA=12.5%,
VFA=72.6%,
DP=1.5
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.2 %
|
|
Percent Air Voids 2
|
3.4 %
|
|
Percent Air Voids 3
|
3.6 %
|
|
Average Percent Air Voids
|
3.4 %
|
