Sample Record for 1900-04-25-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213579 DEA: 051C2504 EFIS: 0512000107
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-68-1.6/L4.1
Work Description: SHOULDER WIDENING, RUMBLE STRIPS, STRIPING, AND UPGRADE GUARDRAIL.
Location Description: MONTEREY COUNTY IN AND NEAR MONTEREY AT VARIOUS LOCATIONS FROM 0.1 MILE EAST OF PIEDMONT AVENUE TO 0.1 MILE EAST OF SCENIC DRIVE OVERCROSSING
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 580 West Beach St, Watsonville, CA 95076
Resident Engineer: Bertha Roman Structure Rep.: Unknown
Sample Information
DIME Sample ID: 1900-04-25-1
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: 8057463562
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 04/25/1900
Date that the sample was received by the laboratory/organization performing the testing: 04/25/2025
The quantity of what the sample constitutes: 750 tons or one day production
A brief description of the sample: PSU Sample
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Daniel Gingras HMA Inc.
Material Information
Source Identification (SMARA, name of Pit or Job Site): 123456789
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: Per CTM 125 at the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number:
Test Results
Test 1 of 9
DIME Test ID: 1900-04-25-1-1
Test Method: AASHTO T11-5: Standard Method of Test for Materials Finer Than 75-μm (No. 200) Sieve in Mineral Aggregates by Washing
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
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Which test procedure is being used
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Method A
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|
Percent of sample passing the #200 sieve (by mass)
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4.5 %
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Test 2 of 9
DIME Test ID: 1900-04-25-1-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
|
What type of gradation is being tested?
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Combined Gradation
|
|
Cumulative percent passing the 2 in. sieve
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100 %
|
|
Cumulative percent passing the 1 1/2 in. sieve
|
90 %
|
|
Cumulative percent passing the 1 in. sieve
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80 %
|
|
Cumulative percent passing the 3/4 in. sieve
|
70 %
|
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Cumulative percent passing the 1/2 in. sieve
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60 %
|
|
Cumulative percent passing the 3/8 in. sieve
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50 %
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|
Cumulative percent passing the #4 sieve
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40 %
|
|
Cumulative percent passing the #8 sieve
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30 %
|
|
Cumulative percent passing the #16 sieve
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25 %
|
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Cumulative percent passing the #30 sieve
|
20 %
|
|
Cumulative percent passing the #50 sieve
|
15 %
|
|
Cumulative percent passing the #100 sieve
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10 %
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Cumulative percent passing the #200 sieve
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5 %
|
Test 3 of 9
DIME Test ID: 1900-04-25-1-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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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 fractured, coarse, 2 faced particles tested
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99 %
|
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Percentage of fractured, coarse, 1 faced particles tested
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99 %
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Percentage of fractured, fine, 1 faced particles tested
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99 %
|
Test 4 of 9
DIME Test ID: 1900-04-25-1-4
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: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Grading designation
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B
|
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Percent loss after 100 revolutions
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8 %
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Percent loss after 500 revolutions
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36 %
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Test 5 of 9
DIME Test ID: 1900-04-25-1-5
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: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Test 6 of 9
DIME Test ID: 1900-04-25-1-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.559
|
|
Average uncompacted voids
|
45.5 %
|
Test 7 of 9
DIME Test ID: 1900-04-25-1-7
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: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
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Method
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A
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Determination
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By Mass
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|
Dimensional ratio used
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5:1
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Weighted percentage of particles (by mass) that were flat
|
1 %
|
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Weighted percentage of particles (by mass) that were elongated
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1 %
|
|
Weighted percentage of particles (by mass) that were both flat and elongated
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2 %
|
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Weighted percentage of particles (by mass) that were neither flat nor elongated
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97 %
|
Test 8 of 9
DIME Test ID: 1900-04-25-1-8
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
|
Bulk specific gravity
|
2.600
|
|
Bulk specific gravity (SSD Basis)
|
2.650
|
|
Apparent specific gravity
|
2.700
|
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Absorption
|
2.5 %
|
Test 9 of 9
DIME Test ID: 1900-04-25-1-9
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 04/25/2025
Date Tested: 04/25/2025
Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Organization Address: 50 Higuera Street,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: daniel.gingras@dot.ca.gov
Organization Phone: (805) 549-3141
General Comments for this Test:
Test Result Compliance: not applicable
Additional Comments When Verified:
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Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.65
|
|
Absorption
|
2.1 %
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