Sample Record for 2023-02-10-30
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Project Information
Project ID: 215486 DEA: 040A0204 EFIS: 0400000129
QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-1-15-15.7
Work Description: Construct roadway and bridge with structural concrete and CIDH piling
Location Description: District-County-Route-Post Mile: 04-Son-1-R15.0/R15.7
Contractor Name: BRIDGEWAY CIVIL CONSTRUCTORS, INC.
Contractor Address: 4950 Allison Parkway, # A, Vacaville, CA 95688
Resident Engineer: Fabio La Serna Structure Rep.: Bunma Nou
Sample Information
DIME Sample ID: 2023-02-10-30
TL Number from the TL Form: 861612
Sample Submitted By Organization: CT D04 - Petaluma Field Laboratory
Sample Organization Contact: (510) 385-6841
Type of Sample: Quality Assurance
Type of Material: Aggregate
Sample Taken Date: 02/10/2023
Date that the sample was received by the laboratory/organization performing the testing: 02/10/2023
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: 3/4 HMA Type A
From where was the sample collected: Manufacturer
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: BoDean Company
Material Information
Source Identification (SMARA, name of Pit or Job Site): 91-49-0032
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: From the plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 1/4 inch
The concrete mix design number:
Lot number: 1
Sublot number: 1
Aggregate Mix Number: D04 JMF 22 011
Test Results
Test 1 of 6
DIME Test ID: 2023-02-10-30-1
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: 03/22/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Dr.,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Test 2 of 6
DIME Test ID: 2023-02-10-30-2
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 03/22/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Dr.,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test: Bin #4, 12% Lot1 Sublot1.
Test Result Compliance: complies
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
|
24 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
12 %
|
|
Cumulative percent passing the #4 sieve
|
4 %
|
|
Cumulative percent passing the #8 sieve
|
3 %
|
|
Cumulative percent passing the #16 sieve
|
3 %
|
|
Cumulative percent passing the #30 sieve
|
3 %
|
|
Cumulative percent passing the #50 sieve
|
3 %
|
|
Cumulative percent passing the #100 sieve
|
3 %
|
|
Cumulative percent passing the #200 sieve
|
2.9 %
|
Test 3 of 6
DIME Test ID: 2023-02-10-30-3
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/03/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Dr.,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test: Bin # 1
Test Result Compliance: complies
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
100 %
|
|
Cumulative percent passing the #8 sieve
|
90 %
|
|
Cumulative percent passing the #16 sieve
|
60 %
|
|
Cumulative percent passing the #30 sieve
|
40 %
|
|
Cumulative percent passing the #50 sieve
|
27 %
|
|
Cumulative percent passing the #100 sieve
|
16 %
|
|
Cumulative percent passing the #200 sieve
|
11.5 %
|
Test 4 of 6
DIME Test ID: 2023-02-10-30-4
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/03/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Dr.,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test: Bin # 2
Test Result Compliance: complies
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
|
100 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
100 %
|
|
Cumulative percent passing the #4 sieve
|
33 %
|
|
Cumulative percent passing the #8 sieve
|
3 %
|
|
Cumulative percent passing the #16 sieve
|
2 %
|
|
Cumulative percent passing the #30 sieve
|
2 %
|
|
Cumulative percent passing the #50 sieve
|
1 %
|
|
Cumulative percent passing the #100 sieve
|
1 %
|
|
Cumulative percent passing the #200 sieve
|
0.8 %
|
Test 5 of 6
DIME Test ID: 2023-02-10-30-5
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/03/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Dr.,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test: Bin # 3
Test Result Compliance: complies
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
|
88 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
50 %
|
|
Cumulative percent passing the #4 sieve
|
3 %
|
|
Cumulative percent passing the #8 sieve
|
1 %
|
|
Cumulative percent passing the #16 sieve
|
1 %
|
|
Cumulative percent passing the #30 sieve
|
1 %
|
|
Cumulative percent passing the #50 sieve
|
1 %
|
|
Cumulative percent passing the #100 sieve
|
1 %
|
|
Cumulative percent passing the #200 sieve
|
1.3 %
|
Test 6 of 6
DIME Test ID: 2023-02-10-30-6
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 02/28/2023
Date Tested: 02/13/2023
Submitted By Organization: CT D04 - Petaluma Field Laboratory
Organization Address: 5675 Gibraltar Dr.,
Organization City: Pleasanton
Organization State: CA
Organization Zipcode: 94588
Organization Email: glenn.cea@dot.ca.gov
Organization Phone: (510) 385-6841
General Comments for this Test: Bin # 4
Test Result Compliance: complies
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
|
24 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
11 %
|
|
Cumulative percent passing the #4 sieve
|
3 %
|
|
Cumulative percent passing the #8 sieve
|
2 %
|
|
Cumulative percent passing the #16 sieve
|
2 %
|
|
Cumulative percent passing the #30 sieve
|
2 %
|
|
Cumulative percent passing the #50 sieve
|
2 %
|
|
Cumulative percent passing the #100 sieve
|
2 %
|
|
Cumulative percent passing the #200 sieve
|
1.7 %
|
