Sample Record for 2020-01-27-25
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213596 DEA: 051C8904 EFIS: 0513000009
QA Service Level: 1
DIST-CO-RTE-PM: 05-MON-101-87.3/R91.5
Work Description: PRECAST CONC PVMT, CRACK AND SEAT PAVEMENT AND RECONSTRUCT RAMPS.
Location Description: MONTEREY COUNTY IN SALINAS FROM EAST MARKET STREET UNDERCROSSING TO 0.3 MILE SOUTH OF ESPINOSA ROAD
Contractor Name: Granite Rock Company
Contractor Address: 411 Walker Street, Watsonville, CA 95076
Resident Engineer: Tyler Lavering Structure Rep.: Juan Moreno
Sample Information
DIME Sample ID: 2020-01-27-25
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: 01/27/2020
Date that the sample was received by the laboratory/organization performing the testing: 02/12/2020
The quantity of what the sample constitutes: One JMF Renewal
A brief description of the sample: Aggregate for HMA-A
From where was the sample collected: Manufacturer
Laboratory sample identification: 20-J-002
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Graniterock Aromas Drum Plant
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: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: From 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 11
DIME Test ID: 2020-01-27-25-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
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: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 03/02/2020.
Reason: retested
Test 2 of 11
DIME Test ID: 2020-01-27-25-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 02/24/2020
Date Tested: 02/14/2020
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
|
2.649
|
Bulk specific gravity (SSD Basis)
|
2.710
|
Apparent specific gravity
|
2.821
|
Absorption
|
2.3 %
|
Test 3 of 11
DIME Test ID: 2020-01-27-25-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 02/24/2020
Date Tested: 02/14/2020
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
|
2.755
|
Absorption
|
1.3 %
|
Test 4 of 11
DIME Test ID: 2020-01-27-25-5
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: 02/24/2020
Date Tested: 02/18/2020
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:
Additional Comments When Verified:
Test 5 of 11
DIME Test ID: 2020-01-27-25-6
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/02/2020
Date Tested: 03/19/2019
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
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 Faced
|
Percentage of fractured, coarse, 1 faced particles tested
|
99 %
|
Test 6 of 11
DIME Test ID: 2020-01-27-25-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/02/2020
Date Tested: 03/19/2019
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
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 2 Faced
|
Percentage of fractured, coarse, 2 faced particles tested
|
98 %
|
Test 7 of 11
DIME Test ID: 2020-01-27-25-8
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 03/02/2020
Date Tested: 03/19/2019
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
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Fine 1 Faced
|
Percentage of fractured, fine, 1 faced particles tested
|
98 %
|
Test 8 of 11
DIME Test ID: 2020-01-27-25-9
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: 03/02/2020
Date Tested: 03/19/2019
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
|
10 %
|
Percent loss after 500 revolutions
|
37 %
|
Test 9 of 11
DIME Test ID: 2020-01-27-25-10
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: 03/02/2020
Date Tested: 03/19/2019
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: does not comply
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
|
0 %
|
Test 10 of 11
DIME Test ID: 2020-01-27-25-11
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
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: doug.lambert@dot.ca.gov
Organization Phone: (559) 230-3109
This test has been superseded on 03/02/2020.
Reason: corrected
Test 11 of 11
DIME Test ID: 2020-01-27-25-12
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/02/2020
Date Tested: 03/02/2020
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
|
98 %
|
Cumulative percent passing the 3/8 in. sieve
|
90.5 %
|
Cumulative percent passing the #4 sieve
|
63.9 %
|
Cumulative percent passing the #8 sieve
|
42.9 %
|
Cumulative percent passing the #16 sieve
|
28.6 %
|
Cumulative percent passing the #30 sieve
|
19.5 %
|
Cumulative percent passing the #50 sieve
|
11 %
|
Cumulative percent passing the #100 sieve
|
5.4 %
|
Cumulative percent passing the #200 sieve
|
3.3 %
|