Summary for Test 2023-06-27-69-3
Test performed: ASTM C39-10Project Information
| Project Identifiers | Project ID: 214337 DEA: 080E33U4 EFIS: 0817000075 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-115-R7.3/R10.0 |
| Award Date | 04/26/2021 |
| Closeout Date | 06/09/2025 |
| Work Description | ADD WB AUX & EB DECEL LANES, WIDEN I15 SW CONNECT,RAMPS/BRDG |
| Location Description | SAN BERNARDINO COUNTY IN ONTARIO FROM 0.2 MILE WEST OF CUCAMONGA CREEK BRIDGE TO MILLIKEN AVENUE |
| QA Service Level | 1 (Verified on 06/23/2021) |
Sample Information
| Sample Taken Date | 06/27/2023 | Sample Unique Key | 69 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 06/30/2022 | Sample type | Quality Assurance |
| A brief description of the sample | 4x8 cylinder | The quantity of what the sample constitutes | 8 CYLINDERS |
| From where was the sample collected | Job Site | First name of sampler or witnessed by | Victor |
| Last name of sampler or witnessed by | Wami | Title of sampler | ASR |
| Telephone number of sampler | Laboratory sample identification | 1040-627 | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Boral | |
| Transportation Laboratory (TL) Number | 1040-627 | Inspector Lot Number from the Transportation Laboratory (TL) Form | |
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Concrete | The concrete mix design number | RRM17031 |
|---|---|---|---|
| The truck number from where the sample was collected | 1327 | The batch plant ticket number from where the sample was collected | 7762007 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | TOP DECK OF CUCAMONGA CREEK BRIDGE | Where the material sample would have been placed if not sampled | |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2023-06-27-69
DIME Test ID: 2023-06-27-69-3
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: 2023-08-07
Test Results
Unit system used?: US Units
Number of specimens: 2
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 07/25/2023
Capped in accordance with?: ASTM C1231 - Unbonded Elastomeric Pad Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.01 in
Maximum load on cylinder 1: 80075 lb
Maximum load on cylinder 2: 80760 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 2
Comment on any defect in either specimen or caps (Max 250 Characters): no data
Correction factor for cylinder 1: 1.00
Correction factor for cylinder 2: 1.00
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.57 in^2
Cross sectional area of cylinder 2: 12.63 in^2
Compressive strength of cylinder 1: 6370.3 psi
Compressive strength of cylinder 2: 6394.3 psi
Compressive strength (to nearest 10 psi): 6380 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 8/7/2023 ✔