Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project ID: 66666 DEA: APP EFIS: 0019000052
QA Service Level:
DIST-CO-RTE-PM: 59---
Work Description: Special project for submitting Sample information for Aggregate Pre-approval Program (APP). Object Code: 1025. J2 DEA: 912680.
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Unknown Structure Rep.: Unknown
DIME Sample ID: 2019-06-12-17
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Sample Organization Contact: (915) 296-1892
Type of Sample: Aggregate Prequalification Program
Type of Material: Aggregate
Sample Taken Date: 06/12/2019
Date that the sample was received by the laboratory/organization performing the testing: 06/10/2020
The quantity of what the sample constitutes: 4 Bags
A brief description of the sample: 3/4 agg bin
From where was the sample collected: Source
Laboratory sample identification: 20-0097
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: George Reed Inc
Source Identification (SMARA, name of Pit or Job Site): 91-03-0020::JACKSON VALLEY QUARRY
The fabricator's/manufacturer's product name for the sample: Unknown
The fabricator/manufacturer designation for the sample: Unknown
The plant number: Unknown
A detailed description of where the material sample was collected: Stockpile
Where the material sample would have been placed if not sampled: Unknown
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number: Unknown
Lot number: Unknown
Sublot number: Unknown
Aggregate Mix Number:
DIME Test ID: 2019-06-12-17-2
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 07/15/2020
Date Tested: 06/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Basis for relative density testing
|
Bulk
|
Specific Gravity
|
2.808
|
Absorption
|
0.5 %
|
DIME Test ID: 2019-06-12-17-3
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: 07/15/2020
Date Tested: 07/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
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
|
0 %
|
Weighted percentage of particles (by mass) that were not flat and elongated
|
100 %
|
DIME Test ID: 2019-06-12-17-5
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 07/15/2020
Date Tested: 07/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Method
|
1 - Combined Fracture Determination
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced
|
Percentage of questionable, coarse, 2 faced particles tested
|
0 %
|
Percentage of questionable, coarse, 1 faced particles tested
|
0 %
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
DIME Test ID: 2019-06-12-17-6
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 07/15/2020
Date Tested: 07/02/2020
Submitted By Organization: CT HQ - Sacramento Aggregate Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: ryan.kester@dot.ca.gov
Organization Phone: (916) 227-7215
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
|
77.9 %
|
Cumulative percent passing the 1/2 in. sieve
|
3.3 %
|
Cumulative percent passing the 3/8 in. sieve
|
2.3 %
|
Cumulative percent passing the #4 sieve
|
1.5 %
|
Cumulative percent passing the #8 sieve
|
0 %
|
Cumulative percent passing the #16 sieve
|
0 %
|
Cumulative percent passing the #30 sieve
|
0 %
|
Cumulative percent passing the #50 sieve
|
0 %
|
Cumulative percent passing the #100 sieve
|
0 %
|
Cumulative percent passing the #200 sieve
|
0 %
|