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Sample Record for 2025-03-24-15

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: 2025-03-24-15
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: 03/24/2025
Date that the sample was received by the laboratory/organization performing the testing: 03/24/2025
The quantity of what the sample constitutes: 110 CY
A brief description of the sample: PCC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Superior Supplies

Material Information

The concrete mix design number: 675SBDSA
The truck number from where the sample was collected: 66
The batch plant ticket number from where the sample was collected: 309097
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Concrete from wheelbarrow
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:

Test Results

Test 1 of 3

DIME Test ID: 2025-03-24-15-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 04/07/2025
Date Tested: 04/07/2025
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 3
Test performed With no density determined
Capped in accordance with? ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1 4.01 in
Average diameter of cylinder 2 4.00 in
Average diameter of cylinder 3 4.01 in
Cross sectional area of cylinder 1 12.63 in^2
Cross sectional area of cylinder 2 12.57 in^2
Cross sectional area of cylinder 3 12.63 in^2
Compressive strength (to nearest 10 psi) 4580 psi
Maximum load on cylinder 1 57400 lb
Maximum load on cylinder 2 56125 lb
Maximum load on cylinder 3 59676 lb
Compressive strength of cylinder 1 4544.7 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 4465.0 psi
Compressive strength of cylinder 3 4724.9 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
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
Age of specimen 14 days
Age of specimen in hours no data0 hours

Test 2 of 3

DIME Test ID: 2025-03-24-15-2
Test Method: ASTM C1064-17: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete
Verified Date: 04/02/2025
Date Tested: 03/24/2025
Submitted By Organization: CT SC - 3672 - Santa Rosa
Organization Address: 4030 Occidental, Building B,
Organization City: Santa Rosa
Organization State: CA
Organization Zipcode: 95401
Organization Email: james.cook@dot.ca.gov
Organization Phone: (707) 974-2571
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Temperature 67 F

Test 3 of 3

DIME Test ID: 2025-03-24-15-3
Test Method: ASTM C138-17a: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete
Submitted By Organization: CT SC - 3672 - Santa Rosa
Organization Address: 4030 Occidental, Building B,
Organization City: Santa Rosa
Organization State: CA
Organization Zipcode: 95401
Organization Email: james.cook@dot.ca.gov
Organization Phone: (707) 974-2571
Data has not been verified.