Sample Record for 2020-05-19-37
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214605 DEA: 051K7904 EFIS: 0519000026
QA Service Level: 1
DIST-CO-RTE-PM: 05-SB-166-R51.1/55.0
Work Description: COLD IN-PLACE RECYCLING AND RHMA OVERLAY.
Location Description: SANTA BARBARA COUNTY ABOUT 10 MILES WEST OF NEW CUYAMA FROM CUYAMA RIVER BRIDGE TO 3.1 MILES EAST OF COTTONWOOD CANYON ROAD
Contractor Name: Calportland Construction
Contractor Address: 1625 East Donovan Rd, Santa Maria, CA 93454
Resident Engineer: Thomas Petersen Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2020-05-19-37
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: 05/19/2020
Date that the sample was received by the laboratory/organization performing the testing: 05/13/2020
The quantity of what the sample constitutes: One JMF Verification
A brief description of the sample: Bags of Treated and Untreated Agg
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: CalPortland Garey
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-42-0014
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: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-05-19-37-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 09/18/2020
Date Tested: 05/19/2020
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
|
99 %
|
|
Cumulative percent passing the 1/2 in. sieve
|
88.9 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
69.9 %
|
|
Cumulative percent passing the #4 sieve
|
35.5 %
|
|
Cumulative percent passing the #8 sieve
|
23.9 %
|
|
Cumulative percent passing the #16 sieve
|
17.8 %
|
|
Cumulative percent passing the #30 sieve
|
13.2 %
|
|
Cumulative percent passing the #50 sieve
|
8.8 %
|
|
Cumulative percent passing the #100 sieve
|
5.4 %
|
|
Cumulative percent passing the #200 sieve
|
3.5 %
|
Test 2 of 7
DIME Test ID: 2020-05-19-37-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 09/18/2020
Date Tested: 05/19/2020
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
|
99 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 3 of 7
DIME Test ID: 2020-05-19-37-3
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: 09/18/2020
Date Tested: 05/19/2020
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
|
B
|
|
Percent loss after 100 revolutions
|
7 %
|
|
Percent loss after 500 revolutions
|
28 %
|
Test 4 of 7
DIME Test ID: 2020-05-19-37-4
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: 09/18/2020
Date Tested: 05/19/2020
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: 2020-05-19-37-5
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: 09/18/2020
Date Tested: 05/19/2020
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: 2020-05-19-37-6
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 09/18/2020
Date Tested: 05/19/2020
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
|
2.518
|
|
Bulk specific gravity (SSD Basis)
|
2.571
|
|
Apparent specific gravity
|
2.660
|
|
Absorption
|
2.1 %
|
Test 7 of 7
DIME Test ID: 2020-05-19-37-7
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 09/18/2020
Date Tested: 05/19/2020
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
|
2.518
|
|
Absorption
|
2.1 %
|
