Sample Record for 2020-03-20-28
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Project Information
Project ID: 214251 DEA: 030H5304 EFIS: 0315000203
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-80-15.0/17.2
Work Description: REPLACE WEIGH-IN-MOTION SYSTEM AND ADD A LANE INTO TRUCK SCALES.
Location Description: SACRAMENTO COUNTY IN SACRAMENTO AND CITRUS HEIGHTS FROM 0.7 MILE EAST OF GREENBACK LANE OVERCROSSING TO 0.3 MILE EAST OF ANTELOPE ROAD OVERCROSSING
Contractor Name: FBD VANGUARD CONSTRUCTION, INC.
Contractor Address: 550 Greenville Road, Livermore, CA 94550
Resident Engineer: Hani Eissa Structure Rep.: Shan Eakin
Sample Information
DIME Sample ID: 2020-03-20-28
TL Number from the TL Form: C741826
Sample Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Sample Organization Contact: (530) 741-4238
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 03/20/2020
Date that the sample was received by the laboratory/organization performing the testing: 03/26/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 3/4 inch Type A Aggregate
From where was the sample collected: Manufacturer
Laboratory sample identification: JMF-020-009
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Teichert Perkins Batch Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-34-0045::ASPEN IV SOUTH
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: Lab batched from hot bin samples
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: 2020-03-20-28-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: not applicable
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
|
99 %
|
Cumulative percent passing the 1/2 in. sieve
|
78 %
|
Cumulative percent passing the 3/8 in. sieve
|
68 %
|
Cumulative percent passing the #4 sieve
|
40 %
|
Cumulative percent passing the #8 sieve
|
26 %
|
Cumulative percent passing the #16 sieve
|
16 %
|
Cumulative percent passing the #30 sieve
|
11 %
|
Cumulative percent passing the #50 sieve
|
7 %
|
Cumulative percent passing the #100 sieve
|
4 %
|
Cumulative percent passing the #200 sieve
|
2.4 %
|
Test 2 of 7
DIME Test ID: 2020-03-20-28-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Method
|
2 - Individual Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
Weighted average percentage of fractured, coarse, 2 faced particles
|
94 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
98 %
|
Percentage of fractured, fine, 1 faced particles tested
|
98 %
|
Test 3 of 7
DIME Test ID: 2020-03-20-28-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.739
|
Absorption
|
1 %
|
Test 4 of 7
DIME Test ID: 2020-03-20-28-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Bulk specific gravity
|
2.681
|
Bulk specific gravity (SSD Basis)
|
2.719
|
Apparent specific gravity
|
2.786
|
Absorption
|
1.4 %
|
Test 5 of 7
DIME Test ID: 2020-03-20-28-6
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: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation
|
C
|
Percent loss after 100 revolutions
|
5 %
|
Percent loss after 500 revolutions
|
23 %
|
Test 6 of 7
DIME Test ID: 2020-03-20-28-7
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: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 7 of 7
DIME Test ID: 2020-03-20-28-8
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/21/2020
Date Tested: 03/26/2020
Submitted By Organization: CT D03 - Olivehurst Northern Regional Laboratory
Organization Address: 5330 Arboga Road,
Organization City: Olivehurst
Organization State: CA
Organization Zipcode: 95961
Organization Email: jeff.herbert@dot.ca.gov
Organization Phone: (530) 741-4238
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.681
|
Average uncompacted voids
|
47.2 %
|