Sample Record for 2018-08-16-7
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 213297 DEA: 010H3704 EFIS: 0117000165
QA Service Level: 1
DIST-CO-RTE-PM: 01-LAK-20-33.6/37.1,45.2/46.5
Work Description: RUBBERIZED HOT MIX ASPHALT - GAP GRADED AND MIDWEST GUARDRAIL SYSTEM
Location Description: LAKE COUNTY NEAR CLEARLAKE OAKS FROM 0.6 MILE EAST OF NEW LONG VALLEY ROAD TO NORTH FORK CACHE CREEK BRIDGE AND FROM 1.4 MILES EAST OF ABBOT MINE ROAD TO COLUSA COUNTY LINE
Contractor Name: GRANITE CONSTRUCTION COMPANY
Contractor Address: 1324 S. State Street, Ukiah, CA 95482
Resident Engineer: Dan Kraft Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2018-08-16-7
TL Number from the TL Form: Unknown
Sample Submitted By Organization: CT D01 - District 1 Materials Laboratory
Sample Organization Contact: (707) 496-0974
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 08/16/2018
Date that the sample was received by the laboratory/organization performing the testing: 08/18/2018
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: JMF 1/2 Cold feed
From where was the sample collected: Manufacturer
Laboratory sample identification: Unknown
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite HWY 175
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-17-0035::KEITHLY RANCH / HIGHWAY 175 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: Cold Feed
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:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2018-08-16-7-1
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: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 7
DIME Test ID: 2018-08-16-7-2
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed?
|
Method C
|
Bulk dry specific gravity
|
2.634
|
Average uncompacted voids
|
45 %
|
Test 3 of 7
DIME Test ID: 2018-08-16-7-3
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity
|
2.634
|
Bulk specific gravity (SSD Basis)
|
2.719
|
Apparent specific gravity
|
2.878
|
Absorption
|
3.2 %
|
Test 4 of 7
DIME Test ID: 2018-08-16-7-5
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.758
|
Absorption
|
1.6 %
|
Test 5 of 7
DIME Test ID: 2018-08-16-7-6
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: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation
|
B
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
18 %
|
Test 6 of 7
DIME Test ID: 2018-08-16-7-7
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
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 and 2 Faced and Fine 1 Faced
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
Test 7 of 7
DIME Test ID: 2018-08-16-7-8
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/29/2018
Date Tested: 08/29/2018
Submitted By Organization: CT D01 - District 1 Materials Laboratory
Organization Address: 1726 Albee Street,
Organization City: Eureka
Organization State: CA
Organization Zipcode: 95501
Organization Email: leif.ayres@dot.ca.gov
Organization Phone: (707) 496-0974
General Comments for this Test:
Test Result Compliance: does not comply
Additional Comments When Verified:
What type of gradation is being tested?
|
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
|
100 %
|
Cumulative percent passing the 1/2 in. sieve
|
99 %
|
Cumulative percent passing the 3/8 in. sieve
|
91 %
|
Cumulative percent passing the 1/4 in. sieve
|
91 %
|
Cumulative percent passing the #4 sieve
|
31 %
|
Cumulative percent passing the #8 sieve
|
19 %
|
Cumulative percent passing the #16 sieve
|
12 %
|
Cumulative percent passing the #30 sieve
|
8 %
|
Cumulative percent passing the #50 sieve
|
6 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
2.5 %
|