Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000513 DEA: 020J8504 EFIS: 0219000168
QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-89-21/R34.622
Work Description: MCCLOUD CAPM - PAVEMENT REHABILITATION
Location Description: IN SISKIYOU COUNTY AT AND NEAR MCCLOUD FROM 0.1 MILE SOUTH OF MUD CREEK BRIDGE TO ROUTE 5
Contractor Name: TULLIS, INC.
Contractor Address: Unknown
Resident Engineer: Austin Henry Structure Rep.: Unknown
DIME Sample ID: 2026-07-20-64
TL Number from the TL Form: 846226
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 07/20/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/21/2026
The quantity of what the sample constitutes: 20000 Tons
A brief description of the sample: 16 boxes of Lime Treated 1/2-inch RHMA-G PG 58-22 Albina (K-Falls)
From where was the sample collected: Manufacturer
Laboratory sample identification: D80298
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Tullis Inc. - Northstate Asphalt (Redding CA)
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number:
Binder content (%): 7.8
Virgin binder PG: PG 58-22
Design binder PG: PG 58-22
Binder Supplier: Albina (Klamath Falls, OR)
RAP content (%): 0
WMA Additives: No
Antistrip type: 1% Lime
DIME Test ID: 2026-07-20-64-1
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: 09/08/2026
Date Tested: 07/22/2026
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=2.413
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
|
7330.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1614.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8276 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.413
|
|
Theoretical maximum density at 25°C (77°F)
|
2406 kg/m^3
|
DIME Test ID: 2026-07-20-64-2
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: 09/08/2026
Date Tested: 08/25/2026
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: Binder %=7.81, Target=7.80
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
|
3036.1 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
4566.2 g
|
|
Mass of HMA Sample prior to ignition
|
1530.1 g
|
|
Corrected Asphalt Binder Content
|
7.81 %
|
|
Mass Loss
|
127.5 g
|
|
Mass of aggregate remaining after ignition
|
1402.6 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.32 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.2 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2026-07-20-64-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/08/2026
Date Tested: 08/27/2026
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: complies
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)
|
no data0 %
|
|
Aggregate correction factor for the 1/2 in. sieve (% passing)
|
0.5 %
|
|
Aggregate correction factor for the 3/8 in. sieve (% passing)
|
0.2 %
|
|
Aggregate correction factor for the #4 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #8 sieve (% passing)
|
-0.3 %
|
|
Aggregate correction factor for the #16 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #30 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #50 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #100 sieve (% passing)
|
-0.4 %
|
|
Aggregate correction factor for the #200 sieve (% passing)
|
-0.4 %
|
|
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
|
96 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
86 %
|
|
Cumulative percent passing the #4 sieve
|
42 %
|
|
Cumulative percent passing the #8 sieve
|
22 %
|
|
Cumulative percent passing the #16 sieve
|
15 %
|
|
Cumulative percent passing the #30 sieve
|
11 %
|
|
Cumulative percent passing the #50 sieve
|
9 %
|
|
Cumulative percent passing the #100 sieve
|
7 %
|
|
Cumulative percent passing the #200 sieve
|
5.7 %
|
DIME Test ID: 2026-07-20-64-4
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 09/08/2026
Date Tested: 08/13/2026
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: S₁=130 psi, S₂=117 psi, TSR=90%
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
130 psi
|
|
Average Wet Tensile Strength
|
117 psi
|
|
Tensile Strength Ratio
|
0.9
|
DIME Test ID: 2026-07-20-64-6
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: 09/08/2026
Date Tested: 07/23/2026
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=2.315
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.307
|
|
Bulk Specific Gravity 2
|
2.318
|
|
Bulk Specific Gravity 3
|
2.321
|
|
Average Bulk Specific Gravity
|
2.315
|
DIME Test ID: 2026-07-20-64-7
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 09/08/2026
Date Tested: 07/24/2026
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=4.0% Allowed tolerance for air voids is 2.5 – 5.5%
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.4 %
|
|
Percent Air Voids 2
|
3.9 %
|
|
Percent Air Voids 3
|
3.8 %
|
|
Average Percent Air Voids
|
4 %
|
