Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 1000852 DEA: 112N1974 EFIS: 1123000094
QA Service Level: 1
DIST-CO-RTE-PM: 11-IMP-111-23.5/32.1
Work Description: COLD PLANE, HMA-A, RHMA-G, MICROSURFACING, & PAVEMENT MARKINGS.
Location Description: IMPERIAL COUNTY NEAR BRAWLEY AND CALIPATRIA AT VARIOUS LOCATIONS FROM 0.2 MILE SOUTH OF ROUTE 78 TO 0.4 MILE SOUTH OF ROUTE 115
Contractor Name: HAZARD CONSRUCTION ENGR,LLC
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-09-17-65
TL Number from the TL Form:
Sample Submitted By Organization: CT D11 - District 11 Materials Laboratory
Sample Organization Contact: (858) 518-8709
Type of Sample: Verification
Type of Material: Hot Mix Asphalt
Sample Taken Date: 09/17/2025
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2025
The quantity of what the sample constitutes: 12 boxes
A brief description of the sample: JMFR
From where was the sample collected: Supplier
Laboratory sample identification: 25-09-17-65-JMFR
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: API Gateway
HMA Type: RHMA-G
HMA Grading: 1/2 inch
Lot number:
Sublot number:
HMA Mix Number: 1 API Val
Binder content (%): 7.5
Virgin binder PG: PG 70-10
Design binder PG: PG 70-10
Binder Supplier: Valero
RAP content (%): 0
WMA Additives: No
Antistrip type: Lime
DIME Test ID: 2025-09-17-65-1
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: 10/15/2025
Date Tested: 10/15/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Target 7.5%, Correction Factor is + 0.38 . Add 0.38 to 7.65 = 8.03 . Tested 2 times in oven #3 and 1 time in oven #4 and all 3 tests FAILED
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What temperature unit is used?
|
Celsius
|
|
Test procedure used?
|
Method A
|
|
Mass of the specimen basket assembly
|
4032 g
|
|
Mass of the specimen and specimen basket assembly prior to ignition
|
5564.3 g
|
|
Mass of HMA Sample prior to ignition
|
1532.3 g
|
|
Corrected Asphalt Binder Content
|
7.65 %
|
|
Mass Loss
|
117.2 g
|
|
Mass of aggregate remaining after ignition
|
1415.1 g
|
|
Correction Factor (Percent by mass of HMA Specimen)
|
no data0 %
|
|
Moisture Content
|
no data0 %
|
|
Temperature Compensation Factor
|
no data0 %
|
|
Test Temperature
|
538 C
|
DIME Test ID: 2025-09-17-65-2
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: 10/15/2025
Date Tested: 10/08/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target 2.419 Tested 2.398
Test Result Compliance: complies
Additional Comments When Verified:
|
Number of tests
|
1
|
|
What is the unit of measurement for theoretical density?
|
US Units
|
|
Mass Determination
|
Air
|
|
Method Performed
|
Mechanical Agitation - Method A
|
|
Mass of container filled with water
|
7475.6 grams
|
|
Mass of oven-dry sample in air for Sample 1
|
1552.6 grams
|
|
Mass of container filled with the sample and water for Sample 1
|
8380.8 grams
|
|
Temperature of Water
|
77 °F
|
|
Specific Gravity for Sample 1
|
2.398
|
|
Theoretical maximum density at 25°C (77°F)
|
149.3 lb/ft^3
|
DIME Test ID: 2025-09-17-65-3
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: 10/15/2025
Date Tested: 10/08/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Bulk Specific Gravity
|
2.297
|
|
Bulk Specific Gravity 2
|
2.294
|
|
Bulk Specific Gravity 3
|
2.296
|
|
Average Bulk Specific Gravity
|
2.296
|
DIME Test ID: 2025-09-17-65-4
Test Method: AASHTO T269-14: Standard Method of Test for Percent Air Voids in Compacted Dense and Open Asphalt Mixtures (Air Void)
Verified Date: 10/15/2025
Date Tested: 10/08/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies
Test Result Compliance: complies
Additional Comments When Verified:
|
Percent Air Voids
|
4.2 %
|
|
Percent Air Voids 2
|
4.3 %
|
|
Percent Air Voids 3
|
4.3 %
|
|
Average Percent Air Voids
|
4.3 %
|
DIME Test ID: 2025-09-17-65-5
Test Method: AASHTO T283-14: Standard Method of Test for Resistance of Compacted Asphalt Mixtures to Moisture-Induced Damage (Moisture Content)
Verified Date: 10/15/2025
Date Tested: 10/14/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target WET > 70 psi and DRY > 100 psi Tested WET- 98 psi and DRY - 122 psi
Test Result Compliance: complies
Additional Comments When Verified:
|
Unit system used?
|
SI Units
|
|
Average Dry Tensile Strength
|
122 psi
|
|
Average Wet Tensile Strength
|
98 psi
|
|
Tensile Strength Ratio
|
0.8
|
DIME Test ID: 2025-09-17-65-6
Test Method: CTM 389-19: Method of Test for Hamburg Wheel-Track Testing of Compacted Hot Mix Asphalt
Verified Date: 10/15/2025
Date Tested: 10/13/2025
Submitted By Organization: CT D11 - District 11 Materials Laboratory
Organization Address: 4050 Taylor Street,
Organization City: San Diego
Organization State: CA
Organization Zipcode: 92110
Organization Email: benjamin.haney@dot.ca.gov
Organization Phone: (858) 688-1595
General Comments for this Test: Complies Target < 12.7 mm Tested an Avg of 8.76 mm
Test Result Compliance: complies
Additional Comments When Verified:
|
Specimen Preparation Method
|
PMLC
|
|
Test Temperature
|
275 F
|
|
Air Void Content for specimen A-1
|
6.6 %
|
|
Air Void Content for specimen A-2
|
6.7 %
|
|
Air Void Content for specimen B-1
|
6.8 %
|
|
Air Void Content for specimen B-2
|
6.8 %
|
|
Stripping Inflection Point (Wheel A)
|
>20000
|
|
Stripping Inflection Point (Wheel B)
|
>20000
|
|
Maximum impression at 5000 passes (left wheel)
|
2.47 mm
|
|
Maximum impression at 5000 passes (right wheel)
|
1.9 mm
|
|
Average impression at 5000 passes (left/right avg)
|
2.19 mm
|
|
Maximum impression at 10000 passes (left wheel)
|
5.1 mm
|
|
Maximum impression at 10000 passes (right wheel)
|
3.79 mm
|
|
Average impression at 10000 passes (left/right avg)
|
4.45 mm
|
|
Maximum impression at 15000 passes (left wheel)
|
7.71 mm
|
|
Maximum impression at 15000 passes (right wheel)
|
5.61 mm
|
|
Average impression at 15000 passes (left/right avg)
|
6.66 mm
|
|
Maximum impression at 20000 passes (left wheel)
|
10.14 mm
|
|
Maximum impression at 20000 passes (right wheel)
|
7.38 mm
|
|
Average impression at 20000 passes (left/right avg)
|
8.76 mm
|
|
Average impression at 25000 passes (left/right avg)
|
no data
|
