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Sample Record for 2026-09-04-41

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Project Information

Project ID: 1000970 DEA: 031J6304 EFIS: 0321000023 QA Service Level: 1
DIST-CO-RTE-PM: 03-SAC-99-6.04/7.06
Work Description: WILLOW SLOUGH REPLACEMENT
Location Description: SACRAMENTO COUNTY NEAR ELK GROVE FROM 0.2 MILE NORTH OF ARNO ROAD TO 0.4 MILE SOUTH OF DILLARD ROAD
Contractor Name: GRANITE CONSTRUCTION
Contractor Address: 4001 BRADSHAW ROAD, SACRAMENTO, CA 95827
Resident Engineer: Chris McDermott Structure Rep.: Nhut (Jim) Ngo

Sample Information

DIME Sample ID: 2026-09-04-41
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Acceptance
Type of Material: Concrete
Sample Taken Date: 09/04/2026
Date that the sample was received by the laboratory/organization performing the testing: 09/05/2026
The quantity of what the sample constitutes: 30 3x6 UHPC
A brief description of the sample: 30 3x6 UHPC
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: GRANITE CONSTRUCTION

Material Information

The concrete mix design number: UHPC
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: UHPC
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: UHPC
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.:
Test results on following page(s): 1

Test Results

Test

DIME Test ID: 2026-09-04-41-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 09/28/2026
Date Tested: 09/06/2026
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 5
Test performed With no density determined
Capped in accordance with? ASTM C39 - Ground End
Apparent mass of submerged cylinder 1 1 lb
Average diameter of cylinder 1 3.00 in
Average diameter of cylinder 2 3.00 in
Average diameter of cylinder 3 3.00 in
Average diameter of cylinder 4 3.00 in
Average diameter of cylinder 5 3.00 in
Cross sectional area of cylinder 1 7.07 in^2
Cross sectional area of cylinder 2 7.07 in^2
Cross sectional area of cylinder 3 7.07 in^2
Cross sectional area of cylinder 4 7.07 in^2
Cross sectional area of cylinder 5 7.07 in^2
Compressive strength (to nearest 10 psi) 12340 psi
Maximum load on cylinder 1 93160 lb
Maximum load on cylinder 2 85245 lb
Maximum load on cylinder 3 83920 lb
Maximum load on cylinder 4 87340 lb
Maximum load on cylinder 5 86680 lb
Compressive strength of cylinder 1 13180.0 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 12060.0 psi
Compressive strength of cylinder 3 11870 psi
Compressive strength of cylinder 4 12350 psi
Compressive strength of cylinder 5 12260 psi
Type of fracture pattern of cylinder 2 3
Type of fracture pattern of cylinder 3 3
Type of fracture pattern of cylinder 4 3
Type of fracture pattern of cylinder 5 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
Correction factor for cylinder 4 1
Correction factor for cylinder 5 1
Age of specimen 2 days
Age of specimen in hours no data0 hours
Serial number of delivery ticket, if available no data