Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 994586 DEA: 081C08U4 EFIS: 0822000142
QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV-10-R134.0/R156.5
Work Description: PLACE HMA (TYPE A), JPCP, IMPORTED BORROW, ROADWAY EXCAVATION & CL2 AB
Location Description: RIVERSIDE COUNTY FROM 1.1 MILES WEST OF WILEY WELL ROAD OVERCROSSING TO CALIFORNIA/ARIZONA STATE LINE
Contractor Name: FISHER SAND & GRAVEL CO.
Contractor Address: 19062 San Jose Avenue, LA Puente, CA 91748
Resident Engineer: Ryan Espoy (cc on Reports) Structure Rep.: Tim Flores
DIME Sample ID: 2025-02-25-11
TL Number from the TL Form:
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Production Start-Up
Type of Material: Hot Mix Asphalt
Sample Taken Date: 02/25/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/28/2025
The quantity of what the sample constitutes: 24 BX HMA 1 QT PG58-32M 1 BG EA VRGN BN SZ 2 BG CLD FD 1 BG EA LT BN SZ 2 BG RAP
A brief description of the sample: 3/4" HMA A SP R24 1.0% LSM
From where was the sample collected: Manufacturer
Laboratory sample identification: 0149A-25
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Fisher Sand and Gravel
DIME Test ID: 2025-02-25-11-1
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: 03/21/2025
Date Tested: 03/05/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of HMA Sample prior to ignition
|
2166.8 g
|
|
Corrected Asphalt Binder Content
|
5.15 %
|
|
Mass Loss
|
114.8 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
0.03 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
0.12 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-02-25-11-2
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: 03/21/2025
Date Tested: 03/07/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.388
|
DIME Test ID: 2025-02-25-11-3
Test Method: AASHTO T209-22: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 03/21/2025
Date Tested: 03/07/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Number of Samples
|
1
|
|
What is the unit of measurement for theoretical density?
|
SI Units
|
|
Mass Determination
|
Air
|
|
Specific Gravity for Sample 1
|
2.487
|
|
Theoretical maximum density at 25°C (77°F)
|
5 kg/m^3
|
DIME Test ID: 2025-02-25-11-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 03/21/2025
Date Tested: 03/07/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
DIME Test ID: 2025-02-25-11-5
Test Method: AASHTO T324-14: Standard Method of Test for Hamburg Wheel-Track Testing of Compacted Asphalt Mixtures (Hamburg Wheel Track)
Verified Date: 03/21/2025
Date Tested: 03/07/2025
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: (909) 829-3029
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel A)
|
25000
|
|
Specified minimum number of passes at ½” rut depth, or number of passes at ½” rut depth if applicable (Wheel B)
|
25000
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel A)
|
2.76 mm
|
|
Impression at specified number of passes, or specified maximum impression if applicable (Wheel B)
|
2.94 mm
|
|
Stripping Inflection Point (Wheel A)
|
2.41
|
|
Stripping Inflection Point (Wheel B)
|
2.22
|
