Sample Record for 2020-04-14-38
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 214492 DEA: 033F5404 EFIS: 0313000136
QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99,160-4.5/5.7,R44.5
Work Description: FURNISH PRECAST PRESTRESSED CONCRETE SLAB & PLACE STRUCTURAL CONCRETE.
Location Description: SACRAMENTO COUNTY NEAR GALT ON ROUTE 99 FROM NORTH OF MINGO ROAD TO SOUTH OF ARNO ROAD OVERCROSSING AND IN SACRAMENTO ON ROUTE 160 AT AMERICAN RIVER BRIDGE
Contractor Name: BROSAMER & WALL, INC.
Contractor Address: 5000 Marsh Drive, Suite 300, Conord, CA 94520
Resident Engineer: Mohssen Ghassemi Structure Rep.: Chris Quon
Sample Information
DIME Sample ID: 2020-04-14-38
TL Number from the TL Form: 0034589
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 04/14/2020
Date that the sample was received by the laboratory/organization performing the testing: 04/24/2020
The quantity of what the sample constitutes: JMF Verification
A brief description of the sample: 1/2-inch Virgin Type A
From where was the sample collected: Manufacturer
Laboratory sample identification: D03 Sample
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Perkins 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: Combined Hot Bins
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/2 inch
The concrete mix design number: D03
Lot number:
Sublot number:
Aggregate Mix Number:
Test Results
Test 1 of 7
DIME Test ID: 2020-04-14-38-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
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
|
90 %
|
Cumulative percent passing the 3/8 in. sieve
|
80 %
|
Cumulative percent passing the #4 sieve
|
70 %
|
Cumulative percent passing the #8 sieve
|
50 %
|
Cumulative percent passing the #16 sieve
|
40 %
|
Cumulative percent passing the #30 sieve
|
30 %
|
Cumulative percent passing the #50 sieve
|
20 %
|
Cumulative percent passing the #100 sieve
|
10 %
|
Cumulative percent passing the #200 sieve
|
5 %
|
Test 2 of 7
DIME Test ID: 2020-04-14-38-2
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
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
|
95 %
|
Weighted average percentage of fractured, coarse, 1 faced particles
|
99 %
|
Percentage of fractured, fine, 1 faced particles tested
|
95 %
|
Test 3 of 7
DIME Test ID: 2020-04-14-38-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.65
|
Absorption
|
2.5 %
|
Test 4 of 7
DIME Test ID: 2020-04-14-38-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Bulk specific gravity
|
2.650
|
Bulk specific gravity (SSD Basis)
|
2.700
|
Apparent specific gravity
|
2.750
|
Absorption
|
3 %
|
Test 5 of 7
DIME Test ID: 2020-04-14-38-5
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: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation
|
C
|
Percent loss after 100 revolutions
|
6 %
|
Percent loss after 500 revolutions
|
20 %
|
Test 6 of 7
DIME Test ID: 2020-04-14-38-6
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: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 7 of 7
DIME Test ID: 2020-04-14-38-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 08/04/2020
Date Tested: 08/04/2020
Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Organization Address: 1657 Riverside Drive,
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: 530-225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed?
|
Method A
|
Bulk dry specific gravity
|
2.65
|
Average uncompacted voids
|
46 %
|