Summary for Test 2019-09-15-2-1
Test performed: ASTM C39-10Project Information
Project Identifiers | Project ID: 210837 DEA: 080J0804 EFIS: 0800000283 COOP: 081625 |
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DIST-CO-RTE-PM | 08-RIV-15-34.7/51.6 |
Award Date | 04/17/2017 |
Closeout Date | Not set |
Work Description | (Alternative Delivery) DESIGN-BUILD OF THE INTERSTATE 15 EXPRESS LANES PROJECT |
Location Description | Riverside County and SBD-15-0.0/1.3 |
QA Service Level | 1 (Verified on 05/08/2017) |
Sample Information
Sample Taken Date | 09/15/2019 | Sample Unique Key | 2 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | No | Date that the sample was received by the laboratory/organization performing the testing | Not set |
Sample type | Informational | A brief description of the sample | 4 x 8 concrete cylinders (3 total) |
The quantity of what the sample constitutes | One 5 yard load of SCC Mix | From where was the sample collected | Fabricator |
First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Weeks |
Title of sampler | ASI | Telephone number of sampler | 310-883-8369 |
Laboratory sample identification | Linked DIME Sample ID | ||
The fabricator/manufacturer/facility name | Oldcastle Infrastructure | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name | SARB 4-7 |
Material Information
Material Type | Concrete | The concrete mix design number | UV-301B2 |
---|---|---|---|
The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 63983 |
Concrete batch plant | Onsite OCP Perris | The fabricator/manufacturer designation for the sample | |
A detailed description of where the material sample was collected | GIrder 4 7 formwork | Where the material sample would have been placed if not sampled | Bed B1 Girder 4 7 |
From Lot No. | Bag Lot No. |
Test Details
DIME Sample ID: 2019-09-15-2
DIME Test ID: 2019-09-15-2-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-10: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2019-10-21
Test Results
Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: MM
Date of test: 10/14/2019
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 4.01 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 145630 lb
Maximum load on cylinder 2: 138610 lb
Maximum load on cylinder 3: 133970 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
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: 29 days
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: 12.57 in^2
Compressive strength of cylinder 1: 11530.5 psi
Compressive strength of cylinder 2: 11027.0 psi
Compressive strength of cylinder 3: 10657.9 psi
Compressive strength (to nearest 10 psi): 11070 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/21/2019 ✔