Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 995443 DEA: 024J9104 EFIS: 0223000086
QA Service Level: 1
DIST-CO-RTE-PM: 02-TRI-299-30.2/36.9
Work Description: PLACE RUBBERIZED HOT MIX ASPHALT (GAP GRADED).
Location Description: TRINITY COUNTY NEAR BIG FLAT FROM 0.6 MILE EAST OF SKUNK POINT CAMPGROUND TO NORTH FORK TRINITY RIVER BRIDGE
Contractor Name: J.F. SHEA CONSTRUCTION, INC.
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2024-09-09-84
TL Number from the TL Form: 858024
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: 09/09/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/09/2024
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch RHMA-G (PG 64-16 CR)
From where was the sample collected: Manufacturer
Laboratory sample identification: D79710
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt (Redding, CA)
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 7.5
Virgin binder PG: PG 64-16
Design binder PG:
Binder Supplier: Valero (Benicia, CA)
RAP content (%): 0
WMA Additives:
Antistrip type: 1.0% Lime
DIME Test ID: 2024-09-09-84-1
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: 09/25/2024
Date Tested: 09/09/2024
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=2.475
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7332.3 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1531.3 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8245 grams
|
|
Temperature of Water
|
76 °F
|
|
Specific Gravity for Sample 1
|
2.475
|
|
Theoretical maximum density at 25°C (77°F)
|
2467.8 kg/m^3
|
DIME Test ID: 2024-09-09-84-2
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: 09/25/2024
Date Tested: 09/12/2024
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=2.395
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.393
|
|
Bulk Specific Gravity 2
|
2.395
|
|
Bulk Specific Gravity 3
|
2.397
|
|
Average Bulk Specific Gravity
|
2.395
|
DIME Test ID: 2024-09-09-84-3
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/25/2024
Date Tested: 09/13/2024
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: Pa=3.2
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
3.3 %
|
|
Percent Air Voids 2
|
3.2 %
|
|
Percent Air Voids 3
|
3.2 %
|
|
Average Percent Air Voids
|
3.2 %
|
DIME Test ID: 2024-09-09-84-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/25/2024
Date Tested: 09/24/2024
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=118 psi, S2=101 psi, TSR=85%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
118 psi
|
|
Average Wet Tensile Strength
|
101 psi
|
|
Tensile Strength Ratio
|
0.86
|
DIME Test ID: 2024-09-09-84-5
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: 09/25/2024
Date Tested: 09/17/2024
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=7.30
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
3112.2 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4660.9 g
|
|
Mass of HMA Sample prior to ignition
|
1548.7 g
|
|
Corrected Asphalt Binder Content
|
7.31 %
|
|
Mass Loss
|
117.2 g
|
|
Mass of aggregate remaining after ignition
|
1431.5 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.07 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.19 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2024-09-09-84-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 07/17/2025
Date Tested: 07/17/2025
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: CT 360:
SA=0.2g/cm²;
CT 389:
Nf>15000,
SIP>15000
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
LMLC
|
|
Test Temperature
|
122 F
|
|
Air Void Content for specimen A-1
|
no data
|
|
Air Void Content for specimen A-2
|
no data
|
|
Air Void Content for specimen B-1
|
no data
|
|
Air Void Content for specimen B-2
|
no data
|
|
Stripping Inflection Point (Wheel A)
|
>15000
|
|
Stripping Inflection Point (Wheel B)
|
>15000
|
|
Maximum impression at 5000 passes (left wheel)
|
1.03 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
0.75 mm
|
|
Average impression at 5000 passes (left/right avg)
|
0.89 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
1.22 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
0.88 mm
|
|
Average impression at 10000 passes (left/right avg)
|
1.05 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
1.38 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
1.13 mm
|
|
Average impression at 15000 passes (left/right avg)
|
1.25 mm
|
|
Average impression at 20000 passes (left/right avg)
|
no data
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
