Sample Record for 2021-06-30-35
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Project Information
Project ID: 215572 DEA: 032G1104 EFIS: 0320000230
QA Service Level: 1
DIST-CO-RTE-PM: 03-GLE-162-66.6/76.3
Work Description: PLACE RHMA AND COLD IN-PLACE RECYCLE.
Location Description: GLENN COUNTY IN AND NEAR WILLOWS FROM 0.2 MILE EAST OF N SHASTA STREET TO 1.0 MILE EAST OF ROAD X
Contractor Name: BALDWIN CONTRACTING CO., INC. DBA KNIFE RIVER CONSTRUCTION
Contractor Address: 1764 Skyway, CHICO, CA 95928
Resident Engineer: Dan Reechs Structure Rep.: Unknown
Sample Information
DIME Sample ID: 2021-06-30-35
TL Number from the TL Form:
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: 06/30/2021
Date that the sample was received by the laboratory/organization performing the testing: 07/26/2021
The quantity of what the sample constitutes: 2 Bags
A brief description of the sample: 1/2" untreated Virgin Aggregate
From where was the sample collected: Supplier
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Knife River Construction - Orland Drum Plant
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-11-0007
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: belt feed
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 9
DIME Test ID: 2021-06-30-35-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/06/2021
Date Tested: 07/27/2021
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: JMF 21-035
Test Result Compliance:
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
|
93.6 %
|
Cumulative percent passing the 3/8 in. sieve
|
81.9 %
|
Cumulative percent passing the #4 sieve
|
37.7 %
|
Cumulative percent passing the #8 sieve
|
23.1 %
|
Cumulative percent passing the #16 sieve
|
15.3 %
|
Cumulative percent passing the #30 sieve
|
10.5 %
|
Cumulative percent passing the #50 sieve
|
7 %
|
Cumulative percent passing the #100 sieve
|
4.5 %
|
Cumulative percent passing the #200 sieve
|
2.94 %
|
Test 2 of 9
DIME Test ID: 2021-06-30-35-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/06/2021
Date Tested: 07/28/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.637
|
Bulk specific gravity (SSD Basis)
|
2.690
|
Apparent specific gravity
|
2.784
|
Absorption
|
2 %
|
Test 3 of 9
DIME Test ID: 2021-06-30-35-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/06/2021
Date Tested: 07/28/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.728
|
Absorption
|
1 %
|
Test 4 of 9
DIME Test ID: 2021-06-30-35-4
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 08/06/2021
Date Tested: 07/27/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
Plastic Index(PI)
|
0
|
Liquid Limit (LL)
|
0 %
|
Plastic Limit (PL)
|
0 %
|
Test 5 of 9
DIME Test ID: 2021-06-30-35-5
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: 08/06/2021
Date Tested: 07/28/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
Method
|
B
|
Determination
|
By Mass
|
Dimensional ratio used
|
5:1
|
Weighted percentage of particles (by mass) that were flat and elongated
|
1 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
99 %
|
Test 6 of 9
DIME Test ID: 2021-06-30-35-6
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/06/2021
Date Tested: 07/28/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.637
|
Average uncompacted voids
|
45.4 %
|
Test 7 of 9
DIME Test ID: 2021-06-30-35-7
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: 08/06/2021
Date Tested: 08/06/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
Test 8 of 9
DIME Test ID: 2021-06-30-35-8
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: 08/06/2021
Date Tested: 07/29/2021
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: JMF 21-035
Test Result Compliance:
Additional Comments When Verified:
Grading designation
|
B
|
Percent loss after 100 revolutions
|
4 %
|
Percent loss after 500 revolutions
|
21 %
|
Test 9 of 9
DIME Test ID: 2021-06-30-35-9
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/06/2021
Date Tested: 07/29/2021
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: JMF 21-035
Test Result Compliance:
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
|
92 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
97 %
|
Percentage of fractured, fine, 1 faced particles tested
|
94 %
|