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Sample Record for 2025-04-22-78

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 1001178 DEA: 020J3904 EFIS: 0219000112 QA Service Level: 2
DIST-CO-RTE-PM: 02---
Work Description:
Location Description:
Contractor Name: Unknown
Contractor Address: Unknown
Resident Engineer: Nathan Alexander Structure Rep.: Unknown

Sample Information

DIME Sample ID: 2025-04-22-78
TL Number from the TL Form: 851395
Sample Submitted By Organization: CT D02 - Redding Northern Regional Laboratory
Sample Organization Contact: (530) 225-3194
Type of Sample: Production Start-Up
Type of Material: Aggregate
Sample Taken Date: 04/22/2025
Date that the sample was received by the laboratory/organization performing the testing: 04/23/2025
The quantity of what the sample constitutes: Production Start-Up Evaluation
A brief description of the sample: Combined Untreated 3/4-inch Virgin Aggregate
From where was the sample collected: Source
Laboratory sample identification: D79858
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J.F. Shea Construction — Fawndale Rock and Asphalt — Fawndale Rock Quarry (Redding, CA)

Material Information

Source Identification (SMARA, name of Pit or Job Site): 91-45-0017:: Fawndale Rock Quarry (Redding, CA)
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: Laboratory Batched from Untreated Sized Virgin Aggregate Stockpile Samples
Where the material sample would have been placed if not sampled:
Primary Aggregate Nominal Size: 3/4 inch
The concrete mix design number:
Lot number:
Sublot number:
Aggregate Mix Number:
Test results on following page(s): 11

Test Results

Test 1 of 11

DIME Test ID: 2025-04-22-78-1
Test Method: AASHTO T27-14: Standard Method of Test for Sieve Analysis of Fine and Coarse Aggregates (Sieve Analysis)
Verified Date: 05/13/2025
Date Tested: 05/06/2025
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: not applicable
Additional Comments When Verified:
What type of gradation is being tested? HMA Gradation
Cumulative percent passing the 2 in. sieve no data
Cumulative percent passing the 1 1/2 in. sieve no data0 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 98 %
Cumulative percent passing the 1/2 in. sieve 82 %
Cumulative percent passing the 3/8 in. sieve 71 %
Cumulative percent passing the #4 sieve 46 %
Cumulative percent passing the #8 sieve 29 %
Cumulative percent passing the #16 sieve 18 %
Cumulative percent passing the #30 sieve 11 %
Cumulative percent passing the #50 sieve 8 %
Cumulative percent passing the #100 sieve 5 %
Cumulative percent passing the #200 sieve 4.2 %

Test 2 of 11

DIME Test ID: 2025-04-22-78-2
Test Method: CTM 204-June 2010: Method of Test for Liquid Limit, Plastic Limit and Plasticity Index of Soils (Plasticity Index)
Verified Date: 05/13/2025
Date Tested: 05/08/2025
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: PI=NP
Test Result Compliance: complies
Additional Comments When Verified:
Plastic Index(PI) NP
Liquid Limit (LL) Undetermined %
Plastic Limit (PL) Undetermined %

Test 3 of 11

DIME Test ID: 2025-04-22-78-4
Test Method: AASHTO T85-13: Standard Method of Test for Specific Gravity and Absorption of Coarse Aggregate (Coarse Specific Gravity)
Verified Date: 05/13/2025
Date Tested: 05/08/2025
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: Gsbvc=2.763
Test Result Compliance: not applicable
Additional Comments When Verified:
Basis for relative density testing Bulk
Specific Gravity 2.763
Absorption 0.7 %

Test 4 of 11

DIME Test ID: 2025-04-22-78-5
Test Method: AASHTO T84-14: Standard Method of Test for Specific Gravity and Absorption of Fine Aggregate (Fine Specific Gravity)
Verified Date: 05/13/2025
Date Tested: 05/13/2025
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: Gsbvf(unwashed)=2.606
Test Result Compliance: not applicable
Additional Comments When Verified:
Bulk specific gravity 2.606
Bulk specific gravity (SSD Basis) 2.665
Apparent specific gravity 2.771
Absorption 2.3 %

Test 5 of 11

DIME Test ID: 2025-04-22-78-6
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: 05/13/2025
Date Tested: 05/09/2025
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: L100=3%, L500=13%
Test Result Compliance: complies
Additional Comments When Verified:
Grading designation B
Mass of sample on No.12 sieve (after 500 revolutions) 4342 grams
Percent loss after 100 revolutions 3 %
Percent loss after 500 revolutions 13 %

Test 6 of 11

DIME Test ID: 2025-04-22-78-8
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: 05/13/2025
Date Tested: 05/07/2025
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: SE=76
Test Result Compliance: complies
Additional Comments When Verified:
Sand Equivalent 76

Test 7 of 11

DIME Test ID: 2025-04-22-78-9
Test Method: AASHTO T210-15: Standard Method of Test for Aggregate Durability Index (Durability Index)
Verified Date: 05/13/2025
Date Tested: 05/07/2025
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: Dc=85, Df=84
Test Result Compliance: complies
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? Distilled
Durability Index (coarse) 85
Durability Index (fine) 84

Test 8 of 11

DIME Test ID: 2025-04-22-78-10
Test Method: AASHTO T304-11: Standard Method of Test for Uncompacted Void Content of Fine Aggregate (Fine of Crushed Particles)
Verified Date: 05/13/2025
Date Tested: 05/09/2025
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: Us=47.8%
Test Result Compliance: complies
Additional Comments When Verified:
What test method is performed? Method A
Bulk dry specific gravity 2.606
Average uncompacted voids 47.8 %

Test 9 of 11

DIME Test ID: 2025-04-22-78-11
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: 05/13/2025
Date Tested: 05/07/2025
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: F&E(5:1)=0%
Test Result Compliance: complies
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 %

Test 10 of 11

DIME Test ID: 2025-04-22-78-3
Test Method: AASHTO T335-09r13: Standard Method of Test for Determining the Percentage of Fracture in Coarse Aggregate (Percent of Crushed Particles)
Verified Date: 05/15/2025
Date Tested: 05/07/2025
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: Pc1=100.%, Pc2=100.%, Pf1=100.%
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
Percentage of questionable, 1 ½ inch, 2 faced particles tested no data0 %
Percentage of questionable, 1 ½ inch, 1 faced particles tested no data0 %
Percentage of questionable, 1 inch, 2 faced particles tested no data0 %
Percentage of questionable, 1 inch, 1 faced particles tested no data0 %
Percentage of questionable, ¾ inch, 2 faced particles tested no data0 %
Percentage of questionable, ¾ inch, 1 faced particles tested no data0 %
Percentage of questionable, ½ inch, 2 faced particles tested no data0 %
Percentage of questionable, ½ inch, 1 faced particles tested no data0 %
Percentage of questionable, ⅜ inch, 2 faced particles tested no data0 %
Percentage of questionable, ⅜ inch, 1 faced particles tested no data0 %
Percentage of questionable, ¼ inch, 2 faced particles tested no data0 %
Percentage of questionable, ¼ inch, 1 faced particles tested no data0 %
Percentage of questionable, No. 4, 2 faced particles tested no data0 %
Percentage of questionable, No. 4, 1 faced particles tested no data0 %
Percentage of questionable, No. 8, 1 faced particles tested no data0 %
Percentage of fractured, 1 ½ inch, 2 faced particles tested no data0 %
Percentage of fractured, 1 ½ inch, 1 faced particles tested no data0 %
Percentage of fractured, 1 inch, 2 faced particles tested no data0 %
Percentage of fractured, 1 inch, 1 faced particles tested no data0 %
Percentage of fractured, ¾ inch, 2 faced particles tested no data0 %
Percentage of fractured, ¾ inch, 1 faced particles tested no data0 %
Percentage of fractured, ½ inch, 2 faced particles tested 100 %
Percentage of fractured, ½ inch, 1 faced particles tested 100 %
Percentage of fractured, ⅜ inch, 2 faced particles tested 100 %
Percentage of fractured, ⅜ inch, 1 faced particles tested 100 %
Percentage of fractured, ¼ inch, 2 faced particles tested 100 %
Percentage of fractured, ¼ inch, 1 faced particles tested 100 %
Percentage of fractured, No. 4, 2 faced particles tested 100 %
Percentage of fractured, No. 4, 1 faced particles tested 100 %
Percentage of fractured, No. 8, 1 faced particles tested 100 %
Weighted average percentage of fractured, coarse, 2 faced particles 100 %
Weighted average percentage of fractured, coarse, 1 faced particles 100 %
Percentage of fractured, fine, 1 faced particles tested 100 %

Test 11 of 11

DIME Test ID: 2025-04-22-78-7
Test Method: AASHTO T104-99r16: Standard Method of Test for Soundness of Aggregate by Use of Sodium Sulfate or Magnesium Sulfate (Soundness)
Verified Date: 07/25/2025
Date Tested: 07/23/2025
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: Coarse=1%, Fine=1%
Test Result Compliance: complies
Additional Comments When Verified:
Size of aggregate being tested Coarse and 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
Coarse weighted average loss 1 %
Fine weighted average loss 1 %