Sample Record for 2026-07-13-14
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
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: 2026-07-13-14
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - Vallejo Field Laboratory
Sample Organization Contact: 9166394315
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 07/13/2026
Date that the sample was received by the laboratory/organization performing the testing: 07/14/2026
The quantity of what the sample constitutes: 386 CY
A brief description of the sample: 3x6 UHPC Cylinders
From where was the sample collected: Job Site
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: Sika Corporation
Material Information
The concrete mix design number: Sikacrete-930 UHPC
The truck number from where the sample was collected:
The batch plant ticket number from where the sample was collected: 3rd Joint Pour
Concrete batch plant:
The fabricator/manufacturer designation for the sample:
A detailed description of where the material sample was collected: Skid Steer by TMG Industrial: Model TMG-SCM61
Where the material sample would have been placed if not sampled:
From Lot No.:
Bag Lot No.: 301155713
Test Results
Test
DIME Test ID: 2026-07-13-14-1
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 07/15/2026
Date Tested: 07/15/2026
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: Tested followed ASTM C-39M with ASTM 1856 - UHPC.
Tested at 9:00 AM Sharp
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
|
3.69 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)
|
13990 psi
|
|
Maximum load on cylinder 1
|
83750 lb
|
|
Maximum load on cylinder 2
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102500 lb
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|
Maximum load on cylinder 3
|
108670 lb
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|
Maximum load on cylinder 4
|
102195 lb
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|
Maximum load on cylinder 5
|
97580 lb
|
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Compressive strength of cylinder 1
|
11850.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
14500.0 psi
|
|
Compressive strength of cylinder 3
|
15370 psi
|
|
Compressive strength of cylinder 4
|
14450 psi
|
|
Compressive strength of cylinder 5
|
13800 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)
|
Small air pockets present, no other defects found
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|
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
|
Test
DIME Test ID: 2026-07-13-14-2
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Submitted By Organization: CT HQ - Vallejo Field Laboratory
Organization Address: 690 Walnut Avenue, Suite 150,
Organization City: Vallejo
Organization State: CA
Organization Zipcode: 94592
Organization Email: yannick.aranas@dot.ca.gov
Organization Phone: 9166394315
This test has been superseded on 08/12/2026. The corrected test ID is: 2026-07-13-14-3
Reason: retested
Test
DIME Test ID: 2026-07-13-14-3
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 08/12/2026
Date Tested: 08/10/2026
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: ASTM C-39M (For ASTM 1856 - UHPC)
Contact Mario for questions
The test was superseded from test ID: 2026-07-13-14-2
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
|
3.71 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)
|
14930 psi
|
|
Maximum load on cylinder 1
|
122620 lb
|
|
Maximum load on cylinder 2
|
106342 lb
|
|
Maximum load on cylinder 3
|
93584 lb
|
|
Maximum load on cylinder 4
|
98360 lb
|
|
Maximum load on cylinder 5
|
106845 lb
|
|
Compressive strength of cylinder 1
|
17340.0 psi
|
|
Type of fracture pattern of cylinder 1
|
3
|
|
Compressive strength of cylinder 2
|
15040.0 psi
|
|
Compressive strength of cylinder 3
|
13240 psi
|
|
Compressive strength of cylinder 4
|
13910 psi
|
|
Compressive strength of cylinder 5
|
15110 psi
|
|
Type of fracture pattern of cylinder 2
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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)
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All specimens had honeycombing all around the cylinders.
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|
Correction factor for cylinder 1
|
1
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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
|
no data0 days
|
|
Age of specimen in hours
|
no data0 hours
|
|
Serial number of delivery ticket, if available
|
no data
|
