Sample Record for 2024-09-19-68
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2024-09-19-68
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 09/19/2024
Date that the sample was received by the laboratory/organization performing the testing: 09/19/2024
The quantity of what the sample constitutes: 4 bags of aggregate
A brief description of the sample: 1/2" RHMA-G
From where was the sample collected: Supplier
Laboratory sample identification: 024-064
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-34-0060
The fabricator's/manufacturer's product name for the sample:
The fabricator/manufacturer designation for the sample:
The plant number:
A detailed description of where the material sample was collected: At the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 9
DIME Test ID: 2024-09-19-68-1
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 10/08/2024
Date Tested: 10/03/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.659
|
|
Bulk specific gravity (SSD Basis)
|
2.710
|
|
Apparent specific gravity
|
2.800
|
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Absorption
|
1.9 %
|
Test 2 of 9
DIME Test ID: 2024-09-19-68-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 10/08/2024
Date Tested: 10/08/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.756
|
|
Absorption
|
0.9 %
|
Test 3 of 9
DIME Test ID: 2024-09-19-68-3
Test Method: AASHTO T176-08: Standard Method of Test for Plastic Fines in Graded Aggregates and Soils by Use of the Sand Equivalent Test (Sand Equivalent)
Verified Date: 10/08/2024
Date Tested: 10/03/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 4 of 9
DIME Test ID: 2024-09-19-68-5
Test Method: AASHTO T96-02r10: Standard Method of Test for Resistance to Degradation of Small-Size Coarse Aggregate by Abrasion and Impact in the Los Angeles Machine (Los Angeles Rattler)
Verified Date: 10/08/2024
Date Tested: 10/04/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
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C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4151 grams
|
|
Percent loss after 100 revolutions
|
4 %
|
|
Percent loss after 500 revolutions
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17 %
|
Test 5 of 9
DIME Test ID: 2024-09-19-68-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: Ryan.Kester@dot.ca.gov
Organization Phone: (915) 296-1892
This test has been superseded on 10/11/2024. The corrected test ID is: 2024-09-19-68-9
Reason: retested
Test 6 of 9
DIME Test ID: 2024-09-19-68-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 10/08/2024
Date Tested: 10/08/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
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1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 1 and 2 Faced and Fine 1 Faced
|
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Percentage of questionable, coarse, 2 faced particles tested
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no data0 %
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|
Percentage of questionable, coarse, 1 faced particles tested
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no data0 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
no data0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 7 of 9
DIME Test ID: 2024-09-19-68-8
Test Method: ASTM D4791-10: Standard Test Method for Flat Particles, Elongated Particles, or Flat and Elongated Particles in Coarse Aggregate (Withdrawn 2019) (Flat and Elongated Particles)
Verified Date: 10/08/2024
Date Tested: 10/08/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Method
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A
|
|
Determination
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By Mass
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|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat
|
0 %
|
|
Weighted percentage of particles (by mass) that were elongated
|
0 %
|
|
Weighted percentage of particles (by mass) that were both flat and elongated
|
1 %
|
|
Weighted percentage of particles (by mass) that were neither flat nor elongated
|
99 %
|
Test 8 of 9
DIME Test ID: 2024-09-19-68-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 10/08/2024
Date Tested: 10/08/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
HMA Gradation
|
|
Individual mass retained on the 2 in. sieve
|
no data
|
|
Individual mass retained on the 1 1/2 in. sieve
|
no data0 grams
|
|
Individual mass retained on the 1 in. sieve
|
no data0 grams
|
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Individual mass retained on the 3/4 in. sieve
|
no data0 grams
|
|
Individual mass retained on the 1/2 in. sieve
|
30.4 grams
|
|
Individual mass retained on the 3/8 in. sieve
|
359.2 grams
|
|
Individual mass retained on the #4 sieve
|
1332.8 grams
|
|
Individual mass retained on the #8 sieve
|
171.7 grams
|
|
Individual mass retained on the #16 sieve
|
53.9 grams
|
|
Individual mass retained on the #30 sieve
|
30.4 grams
|
|
Individual mass retained on the #50 sieve
|
18.2 grams
|
|
Individual mass retained on the #100 sieve
|
12.5 grams
|
|
Individual mass retained on the #200 sieve
|
9.1 grams
|
|
Individual mass retained on the pan
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2.1 grams
|
|
Cumulative percent passing the 2 in. sieve
|
no data
|
|
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
|
99 %
|
|
Cumulative percent passing the 3/8 in. sieve
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86 %
|
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Cumulative percent passing the #4 sieve
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38 %
|
|
Cumulative percent passing the #8 sieve
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18 %
|
|
Cumulative percent passing the #16 sieve
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11 %
|
|
Cumulative percent passing the #30 sieve
|
8 %
|
|
Cumulative percent passing the #50 sieve
|
6 %
|
|
Cumulative percent passing the #100 sieve
|
4 %
|
|
Cumulative percent passing the #200 sieve
|
3 %
|
Test 9 of 9
DIME Test ID: 2024-09-19-68-9
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 10/11/2024
Date Tested: 10/11/2024
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
The test was superseded from test ID: 2024-09-19-68-6
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.659
|
|
Average uncompacted voids
|
46.4 %
|
