Sample Record for 2020-08-17-26
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Project Information
Project ID: 214388 DEA: 051F6804 EFIS: 0514000046
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-1-39.8/74.6
Work Description: RHMA OVERLAY ON EXISTING ROADWAY AND REPLACE GUARDRAIL.
Location Description: MONTEREY COUNTY FROM TORRE CANYON BRIDGE NEAR BIG SUR TO SAN LUIS AVENUE IN CARMEL
Contractor Name: Graniterock Company
Contractor Address: 5225 Hellyer Ave, Ste 200, San Jose, CA 95138
Resident Engineer: Rodger Johnson Structure Rep.: David Galarza
Sample Information
DIME Sample ID: 2020-08-17-26
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: 08/17/2020
Date that the sample was received by the laboratory/organization performing the testing: 08/27/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: Bags of Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Batch
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-35-0012::A.R. WILSON QUARRY
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 7
DIME Test ID: 2020-08-17-26-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/31/2020
Date Tested: 08/28/2020
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?
|
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
|
99.2 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
86.8 %
|
|
Cumulative percent passing the #4 sieve
|
40.8 %
|
|
Cumulative percent passing the #8 sieve
|
17.5 %
|
|
Cumulative percent passing the #16 sieve
|
11.6 %
|
|
Cumulative percent passing the #30 sieve
|
8.8 %
|
|
Cumulative percent passing the #50 sieve
|
6.4 %
|
|
Cumulative percent passing the #100 sieve
|
4.3 %
|
|
Cumulative percent passing the #200 sieve
|
3 %
|
Test 2 of 7
DIME Test ID: 2020-08-17-26-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/31/2020
Date Tested: 08/31/2020
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
|
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
|
98 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
98 %
|
Test 3 of 7
DIME Test ID: 2020-08-17-26-3
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: 08/31/2020
Date Tested: 08/31/2020
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
|
C
|
|
Percent loss after 100 revolutions
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8 %
|
|
Percent loss after 500 revolutions
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33 %
|
Test 4 of 7
DIME Test ID: 2020-08-17-26-4
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: 08/31/2020
Date Tested: 08/18/2020
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: 2020-08-17-26-5
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: 08/31/2020
Date Tested: 08/31/2020
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
|
A
|
|
Determination
|
By Mass
|
|
Dimensional ratio used
|
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
|
0 %
|
|
Weighted percentage of particles (by mass) that were neither flat nor elongated
|
100 %
|
Test 6 of 7
DIME Test ID: 2020-08-17-26-6
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/31/2020
Date Tested: 08/31/2020
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
|
2.769
|
|
Absorption
|
1.2 %
|
Test 7 of 7
DIME Test ID: 2020-08-17-26-7
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/31/2020
Date Tested: 08/31/2020
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
|
2.663
|
|
Bulk specific gravity (SSD Basis)
|
2.720
|
|
Apparent specific gravity
|
2.826
|
|
Absorption
|
2.2 %
|
