Sample Record for 2020-06-29-20
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214731 DEA: 051M0004 EFIS: 0519000047
QA Service Level: 1
DIST-CO-RTE-PM: 05-SLO-101-16.5/R21.5
Work Description: COLD PLANE AND RHMA-GAP GRADED OVERLAY ON EXISTING ROADWAY.
Location Description: SAN LUIS OBISPO COUNTY IN AND NEAR PISMO BEACH FROM 0.1 MILE SOUTH OF PRICE CANYON ROAD TO SAN LUIS CREEK BRIDGE
Contractor Name: PAPICH CONSTRUCTION COMPANY, INC.
Contractor Address: 398 SUNRISE TERRACE, ARROYO GRANDE, CA 93425
Resident Engineer: Lilian Bennetzen Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-06-29-20
TL Number from the TL Form:
Sample Submitted By Organization: CT D05 - San Luis Obispo District Laboratory
Sample Organization Contact: (559) 230-3109
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 06/29/2020
Date that the sample was received by the laboratory/organization performing the testing: 06/29/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Bags of Treated and Untreated
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: SPM Templeton
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-10-0006
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
Aggregate Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-06-29-20-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/02/2020
Date Tested: 07/01/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
What type of gradation is being tested?
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HMA Gradation
|
|
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
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100 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
94.8 %
|
|
Cumulative percent passing the 3/8 in. sieve
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80 %
|
|
Cumulative percent passing the #4 sieve
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41.5 %
|
|
Cumulative percent passing the #8 sieve
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23.6 %
|
|
Cumulative percent passing the #16 sieve
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13.7 %
|
|
Cumulative percent passing the #30 sieve
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8.4 %
|
|
Cumulative percent passing the #50 sieve
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5.6 %
|
|
Cumulative percent passing the #100 sieve
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3.9 %
|
|
Cumulative percent passing the #200 sieve
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2.6 %
|
Test 2 of 7
DIME Test ID: 2020-06-29-20-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/02/2020
Date Tested: 06/30/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
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2 - Individual Fracture Determination
|
|
Aggregate Size and Fracture Type
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Coarse 2 Faced and Fine 1 Faced
|
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
98 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
97 %
|
Test 3 of 7
DIME Test ID: 2020-06-29-20-3
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: 07/02/2020
Date Tested: 07/01/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Grading designation
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C
|
|
Percent loss after 100 revolutions
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7 %
|
|
Percent loss after 500 revolutions
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33 %
|
Test 4 of 7
DIME Test ID: 2020-06-29-20-4
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: 07/02/2020
Date Tested: 07/01/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 5 of 7
DIME Test ID: 2020-06-29-20-5
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: 07/02/2020
Date Tested: 07/01/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
|
Method
|
B
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
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5:1
|
|
Weighted percentage of particles (by mass) that were flat and elongated
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0 %
|
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
Test 6 of 7
DIME Test ID: 2020-06-29-20-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 07/02/2020
Date Tested: 07/01/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
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2.515
|
|
Bulk specific gravity (SSD Basis)
|
2.587
|
|
Apparent specific gravity
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2.710
|
|
Absorption
|
2.9 %
|
Test 7 of 7
DIME Test ID: 2020-06-29-20-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/02/2020
Date Tested: 07/01/2020
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: glenn.johnson@dot.ca.gov
Organization Phone: (805) 549-3158
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.585
|
|
Absorption
|
1.8 %
|
