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Sample Record for 2025-01-27-22

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

Project Information

Project ID: 212470 DEA: 044A1304 EFIS: 0400001106 COOP: 042718 QA Service Level: 1
DIST-CO-RTE-PM: 04-SON-101-18.5/18.5
Work Description: CONSISTS OF MODIFICATION AND RECONSTRUCTION OF THE EXISTING US 101/HEARN AVENUE INTERCHANGE IN SONOMA COUNTY, INCLUDING REPLACING THE EXISTING TWO-LANE HEARN AVENUE OVERCROSSING WITH A NEW OVERCROSSING, AND MODIFYING THE SOUTHBOUND OFF-RAMP IN CITY
Location Description: IN SONOMA COUNTY.
Contractor Name: Ghilotti Construction Company, Inc. (Chase McPhaul)
Contractor Address: 246 Ghilotti Avenue, Santa Rosa, CA 95407
Resident Engineer: Seyed "Syd" Valeh Structure Rep.: Anthony "Tony" Tierra; Sardar Chalabe

Sample Information

DIME Sample ID: 2025-01-27-22
TL Number from the TL Form:
Sample Submitted By Organization: CT SC - 3672 - Santa Rosa
Sample Organization Contact: (510) 774-6009
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 01/27/2025
Date that the sample was received by the laboratory/organization performing the testing: 02/11/2025
The quantity of what the sample constitutes: 100 CY
A brief description of the sample: 4x8 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier: 20-0304
Structure name: Hearn Ave OC
The fabricator/manufacturer/facility name: Supperior Supplies, Inc

Material Information

The concrete mix design number: 590CR2
The truck number from where the sample was collected: Load 6 truck 57
The batch plant ticket number from where the sample was collected: 308268
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Back of truck discharge chute
Where the material sample would have been placed if not sampled: abutment 3 and wing walls
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test 1 of 1

DIME Test ID: 2025-01-27-22-1
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Capped in accordance with ASTM C1231 - Unbonded Elastomeric Pad Cap
Cured in accordance with ASTM C511
Verified Date: 02/24/2025
Date Tested: 02/24/2025
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut,
Organization City: vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: (916) 639-4315
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 6
Test performed With no density determined
Cross sectional area of cylinder 1 12.57 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.57 in^2
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Cross sectional area of cylinder 4 12.57 in^2
Cross sectional area of cylinder 5 12.57 in^2
Cross sectional area of cylinder 6 12.57 in^2
Average diameter of cylinder 1 4.00 in
Average diameter of cylinder 2 4.00 in
Compressive strength of cylinder 1 5496.8 psi
Compressive strength of cylinder 2 5582.3 psi
Average diameter of cylinder 3 4.00 in
Compressive strength of cylinder 3 5425.6 psi
Compressive strength (to nearest 10 psi) 5400 psi
Average diameter of cylinder 4 4.00 in
Compressive strength of cylinder 4 4988.1 psi
Average diameter of cylinder 5 4.00 in
Compressive strength of cylinder 5 5469 psi
Average diameter of cylinder 6 4.00 in
Compressive strength of cylinder 6 5446.3 psi
Maximum load on cylinder 1 69095 lb
Maximum load on cylinder 2 70170 lb
Maximum load on cylinder 3 68200 lb
Maximum load on cylinder 4 62700 lb
Maximum load on cylinder 5 68745 lb
Maximum load on cylinder 6 68460 lb
Type of fracture pattern of cylinder 1 4
Type of fracture pattern of cylinder 2 4
Type of fracture pattern of cylinder 3 5
Type of fracture pattern of cylinder 4 5
Type of fracture pattern of cylinder 5 5
Type of fracture pattern of cylinder 6 4
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Correction factor for cylinder 3 1
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Correction factor for cylinder 6 1
Age of specimen 28 days