Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66667 DEA: JMFPP EFIS: 0019000043
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for JMF Prequalification Program.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2025-04-01-46
TL Number from the TL Form:
Sample Submitted By Organization: Granite Construction Company - Sacramento
Sample Organization Contact: (209) 986-4912
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 04/01/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/01/2025
The quantity of what the sample constitutes: 10 Bags
A brief description of the sample: STATE SAND
From where was the sample collected: Source
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Granite Bradshaw
Source Identification (SMARA, name of Pit or Job Site): 91-34-0060 / 91-34-0048
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: Stockpile @ Plant
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: fine
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
DIME Test ID: 2025-04-01-46-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 12/02/2025
Date Tested: 04/01/2025
Submitted By Organization: Granite Construction Company - Sacramento
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
What type of gradation is being tested?
|
Fine Aggregate
|
|
Cumulative percent passing the 3/8 in. sieve
|
no data0 %
|
|
Cumulative percent passing the #4 sieve
|
97.9 %
|
|
Cumulative percent passing the #8 sieve
|
90.3 %
|
|
Cumulative percent passing the #16 sieve
|
75.3 %
|
|
Cumulative percent passing the #30 sieve
|
49.9 %
|
|
Cumulative percent passing the #50 sieve
|
13.2 %
|
|
Cumulative percent passing the #100 sieve
|
1.8 %
|
|
Cumulative percent passing the #200 sieve
|
0.4 %
|
DIME Test ID: 2025-04-01-46-2
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: 12/02/2025
Date Tested: 04/01/2025
Submitted By Organization: Granite Construction Company - Sacramento
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2025-04-01-46-3
Test Method: AASHTO T21-5: Standard Method of Test for Organic Impurities in Fine Aggregates for Concrete
Verified Date: 12/02/2025
Date Tested: 04/01/2025
Submitted By Organization: Granite Construction Company - Sacramento
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Does the fine aggregate possibly contain injurious organic impurities?
|
No
|
DIME Test ID: 2025-04-01-46-4
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 12/02/2025
Date Tested: 04/01/2025
Submitted By Organization: Granite Construction Company - Sacramento
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.606
|
|
Bulk specific gravity (SSD Basis)
|
2.650
|
|
Apparent specific gravity
|
2.725
|
|
Absorption
|
1.7 %
|
DIME Test ID: 2025-04-01-46-5
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 12/02/2025
Date Tested: 04/01/2025
Submitted By Organization: Granite Construction Company - Sacramento
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Which test procedure(s) is/are used?
|
Procedure B
|
|
Was strict temperature control maintained?
|
Yes
|
|
What type of water was used?
|
Distilled
|
|
Durability Index (fine)
|
75
|
DIME Test ID: 2025-04-01-46-6
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 12/02/2025
Date Tested: 04/01/2025
Submitted By Organization: Granite Construction Company - Sacramento
Organization Address: 715 Comstock St,
Organization City: Santa Clara
Organization State: CA
Organization Zipcode: 95054
Organization Email: corina.wong@gcinc.com
Organization Phone: (209) 986-4912
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Size of aggregate being tested
|
Fine Aggregate
|
|
What type of solution was used?
|
Sodium sulfate
|
|
What was the condition of the solution?
|
Freshly prepared
|
|
Number of immersion cycles performed
|
5
|
|
Fine weighted average loss
|
5.2 %
|
