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: 2023-05-25-28
TL Number from the TL Form: C750985
Sample Submitted By Organization: CT HQ - Sacramento Hot Mix Asphalt Laboratory
Sample Organization Contact: (916) 227-7302
Type of Sample: Verification
Type of Material: Aggregate
Sample Taken Date: 05/25/2023
Date that the sample was received by the laboratory/organization performing the testing: 05/30/2023
The quantity of what the sample constitutes: 6 Bags
A brief description of the sample: 1/2" Aggregate
From where was the sample collected: Source
Laboratory sample identification: 23-JMFPP-0105
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Deer Creek Rock & Asphalt
Source Identification (SMARA, name of Pit or Job Site): 91-54-0021
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: HMA Plant
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:
DIME Test ID: 2023-05-25-28-2
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 06/09/2023
Date Tested: 06/09/2023
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: Bulk specific gravity (SSD) of fine aggregate, Bulk specific gravity of fine aggregate, Apparent specific gravity of fine aggregate, Apparent specific gravity of supplemental fines, Absorption of fine aggregate.
Test Result Compliance:
Additional Comments When Verified:
|
Bulk specific gravity
|
2.825
|
|
Bulk specific gravity (SSD Basis)
|
2.877
|
|
Apparent specific gravity
|
2.979
|
|
Absorption
|
1.8 %
|
DIME Test ID: 2023-05-25-28-3
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 06/09/2023
Date Tested: 06/09/2023
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: Bulk Specific Gravity (Oven Dry) of Coarse Aggregate-Absorption of Coarse Aggregate.
Test Result Compliance:
Additional Comments When Verified:
|
Basis for relative density testing
|
Bulk
|
|
Specific Gravity
|
2.937
|
|
Absorption
|
0.7 %
|
DIME Test ID: 2023-05-25-28-4
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: 06/14/2023
Date Tested: 06/13/2023
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: Los Angeles Rattler, Loss at 100 and 500 Rev
Test Result Compliance:
Additional Comments When Verified:
|
Grading designation
|
C
|
|
Mass of sample on No.12 sieve (after 500 revolutions)
|
4299 grams
|
|
Percent loss after 100 revolutions
|
3 %
|
|
Percent loss after 500 revolutions
|
14 %
|
DIME Test ID: 2023-05-25-28-5
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: 06/12/2023
Date Tested: 06/12/2023
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: Sand equivalent (min)
Test Result Compliance:
Additional Comments When Verified:
DIME Test ID: 2023-05-25-28-6
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 06/14/2023
Date Tested: 06/12/2023
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: Durability Procedure "A" Coarse Aggregate and Procedure "B" Fine Aggregate.
Test Result Compliance:
Additional Comments When Verified:
|
Which test procedure(s) is/are used?
|
Procedure A and Procedure B
|
|
Was strict temperature control maintained?
|
Yes
|
|
What type of water was used?
|
Deminerialized
|
|
Durability Index (coarse)
|
71
|
|
Durability Index (fine)
|
73
|
DIME Test ID: 2023-05-25-28-7
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 06/12/2023
Date Tested: 06/12/2023
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: Method A
Test Result Compliance:
Additional Comments When Verified:
|
What test method is performed?
|
Method A
|
|
Bulk dry specific gravity
|
2.827
|
|
Average uncompacted voids
|
46.5 %
|
DIME Test ID: 2023-05-25-28-8
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 06/12/2023
Date Tested: 06/09/2023
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: Crushed particles, coarse aggregate One fractured face and Crushed particles, coarse aggregate Two fractured faces - Method 1 Crushed particles, fine aggregate (Passing No. 4 sieve and retained on No. 8 sieve) One fractured face - Method 2
Test Result Compliance:
Additional Comments When Verified:
|
Method
|
1 - Combined Fracture Determination
|
|
Aggregate Size and Fracture Type
|
Coarse 1 and 2 Faced and Fine 1 Faced
|
|
Percentage of questionable, coarse, 2 faced particles tested
|
0 %
|
|
Percentage of questionable, coarse, 1 faced particles tested
|
1 %
|
|
Percentage of questionable, fine, 1 faced particles tested
|
0 %
|
|
Percentage of fractured, coarse, 2 faced particles tested
|
100 %
|
|
Percentage of fractured, coarse, 1 faced particles tested
|
100 %
|
|
Percentage of fractured, fine, 1 faced particles tested
|
100 %
|
DIME Test ID: 2023-05-25-28-9
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: 06/14/2023
Date Tested: 06/14/2023
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: Flat and elongated particles (% by mass at 5:1)
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 %
|
DIME Test ID: 2023-05-25-28-10
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 06/08/2023
Date Tested: 06/08/2023
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
|
|
Individual mass retained on the 1 1/2 in. sieve
|
0.0 grams
|
|
Individual mass retained on the 1 in. sieve
|
0.0 grams
|
|
Individual mass retained on the 3/4 in. sieve
|
0.0 grams
|
|
Individual mass retained on the 1/2 in. sieve
|
130.3 grams
|
|
Individual mass retained on the 3/8 in. sieve
|
89.2 grams
|
|
Individual mass retained on the #4 sieve
|
543.9 grams
|
|
Individual mass retained on the #8 sieve
|
185.7 grams
|
|
Individual mass retained on the #16 sieve
|
156.0 grams
|
|
Individual mass retained on the #30 sieve
|
80.4 grams
|
|
Individual mass retained on the #50 sieve
|
46.6 grams
|
|
Individual mass retained on the #100 sieve
|
24.2 grams
|
|
Individual mass retained on the #200 sieve
|
15.8 grams
|
|
Individual mass retained on the pan
|
2.1 grams
|
|
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
|
95 %
|
|
Cumulative percent passing the 3/8 in. sieve
|
92 %
|
|
Cumulative percent passing the #4 sieve
|
70 %
|
|
Cumulative percent passing the #8 sieve
|
47 %
|
|
Cumulative percent passing the #16 sieve
|
28 %
|
|
Cumulative percent passing the #30 sieve
|
18 %
|
|
Cumulative percent passing the #50 sieve
|
12 %
|
|
Cumulative percent passing the #100 sieve
|
9 %
|
|
Cumulative percent passing the #200 sieve
|
7.2 %
|
