Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 993300 DEA: 044J3004 EFIS: 0415000320
QA Service Level: 1
DIST-CO-RTE-PM: 04-NAP-29-29.3/36.9
Work Description: COLD PLANE AC, PLACE HMA (TYPE A) AND RHMA-G.
Location Description: NAPA COUNTY IN AND NEAR SAINT HELENA AND CALISTOGA FROM YORK CREEK BRIDGE TO ROUTE 128
Contractor Name: ARGONAUT CONSTRUCTION
Contractor Address: P. O. BOX 639, SANTA ROSA, CA 95402
Resident Engineer: Paramdeep Brar Structure Rep.: Unknown
DIME Sample ID: 2022-08-28-9
TL Number from the TL Form:
Sample Submitted By Organization: CT D04 - Concord Field Laboratory
Sample Organization Contact: (510) 714-7019
Type of Sample: Quality Assurance
Type of Material: Hot Mix Asphalt
Sample Taken Date: 08/28/2022
Date that the sample was received by the laboratory/organization performing the testing: 08/29/2022
The quantity of what the sample constitutes: 750
A brief description of the sample: 1/2 RHMA PG 64-16
From where was the sample collected: Supplier
Laboratory sample identification: C422-227
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Santa Rosa
DIME Test ID: 2022-08-28-9-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/22/2023
Date Tested: 08/29/2022
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test: out of compliance (78-88)
Test Result Compliance: does not comply
Additional Comments When Verified:
What type of gradation is being tested?
|
Combined Gradation
|
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
|
100 %
|
Cumulative percent passing the 3/8 in. sieve
|
90 %
|
Cumulative percent passing the #4 sieve
|
36 %
|
Cumulative percent passing the #8 sieve
|
19 %
|
Cumulative percent passing the #16 sieve
|
10 %
|
Cumulative percent passing the #30 sieve
|
7 %
|
Cumulative percent passing the #50 sieve
|
5 %
|
Cumulative percent passing the #100 sieve
|
3 %
|
Cumulative percent passing the #200 sieve
|
1.7 %
|
DIME Test ID: 2022-08-28-9-2
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: 03/22/2023
Date Tested: 08/30/2022
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests
|
2
|
What is the unit of measurement for theoretical density?
|
US Units
|
Mass Determination
|
Water
|
Method Performed
|
Mechanical Agitation - Method A
|
Mass of oven-dry sample in air for Sample 1
|
1596.2 grams
|
Mass of sample in water for Sample 1
|
964.1 grams
|
Mass of oven-dry sample in air for Sample 2
|
1596.2 grams
|
Mass of sample in water for Sample 2
|
964.1 grams
|
Temperature of Water
|
77 °F
|
Specific Gravity for Sample 1
|
2.525
|
Specific Gravity for Sample 2
|
2.525
|
Average Specific Gravity
|
2.525
|
Theoretical maximum density at 25°C (77°F)
|
157.2 lb/ft^3
|
DIME Test ID: 2022-08-28-9-3
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: 03/22/2023
Date Tested: 09/01/2022
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk Specific Gravity
|
2.338
|
Bulk Specific Gravity 2
|
2.314
|
Bulk Specific Gravity 3
|
2.302
|
Average Bulk Specific Gravity
|
2.318
|
DIME Test ID: 2022-08-28-9-4
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: 03/22/2023
Date Tested: 11/09/2022
Submitted By Organization: CT D04 - Concord Field Laboratory
Organization Address: 2525 Stanwell Drive, Suite 100,
Organization City: Concord
Organization State: CA
Organization Zipcode: 94520
Organization Email: gurind.joshi@dot.ca.gov
Organization Phone: (510) 714-7019
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk Specific Gravity
|
2.466
|
Bulk Specific Gravity 2
|
2.483
|
Bulk Specific Gravity 3
|
2.445
|
Average Bulk Specific Gravity
|
2.465
|