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Sample Record for 2020-03-23-4

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
Contractor Address: 580 West Beach St, Watsonville, CA 95076
Resident Engineer: Bertha Roman Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2020-03-23-4
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - Field Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/23/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/25/2020
The quantity of what the sample constitutes: One OGFC JMF Verification
A brief description of the sample: Bags and Cans
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Salinas

Material Information

Source Identification (SMARA or name of Pit): 91-27-0028::HANDLEY RANCH QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: At the Plant
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown

Test Results

Test 1 of 3

DIME Test ID: 2020-03-23-4-1
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 04/09/2020
Date Tested: 04/02/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method 2 - Individual Fracture Determination
Aggregate Size and Fracture Type Coarse 2 Faced and Fine 1 Faced
Weighted average percentage of fractured, coarse, 2 faced particles 99 %
Percentage of fractured, fine, 1 faced particles tested 99 %

Test 2 of 3

DIME Test ID: 2020-03-23-4-2
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: 04/09/2020
Date Tested: 04/02/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation C
Percent loss after 100 revolutions 7 %
Percent loss after 500 revolutions 30 %

Test 3 of 3

DIME Test ID: 2020-03-23-4-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 04/09/2020
Date Tested: 04/01/2020
Submitted By Organization: CT D05 - Field Laboratory
Organization Address: 50 Higuera St,
Organization City: San Luis Obispo
Organization State: CA
Organization Zipcode: 93401
Organization Email: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified: JMF Verified. Granite Salinas mix 20_1048: 1/2" HMA-O w/WMA & Valero PG 64-10. OBC = 6.40% TWM.
What type of gradation is being tested? Combined Gradation
Does this test use 1/4 sieve? (question for HMA Gradation Type) No
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 98.4 %
Cumulative percent passing the 3/8 in. sieve 80.9 %
Cumulative percent passing the #4 sieve 36.1 %
Cumulative percent passing the #8 sieve 11.9 %
Cumulative percent passing the #16 sieve 7.6 %
Cumulative percent passing the #30 sieve 5.7 %
Cumulative percent passing the #50 sieve 3.9 %
Cumulative percent passing the #100 sieve 2.1 %
Cumulative percent passing the #200 sieve 0.9 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.