Summary for Test 2021-08-04-1-4
Test performed: ASTM C39-18Project Information
| Project Identifiers | Project ID: 215359 DEA: 081K1904 EFIS: 0818000207 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-15-16.1/169.4 |
| Award Date | 02/05/2021 |
| Closeout Date | 07/27/2022 |
| Work Description | REMOVE, PREPARE AND FURNISH POLYESTER CONC OVERLAY & BRIDGE DECK. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT VARIOUS LOCATIONS FROM CAJON CREEK TO MICRO DITCH. |
| QA Service Level | 1 (Verified on 03/30/2021) |
Sample Information
| Sample Taken Date | 08/04/2021 | Sample Unique Key | 1 |
|---|---|---|---|
| Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 08/04/2021 |
| Sample type | Quality Assurance | A brief description of the sample | Concrete Cylinders |
| The quantity of what the sample constitutes | 8 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | David | Last name of sampler or witnessed by | Bonar |
| Title of sampler | ASR | Telephone number of sampler | |
| Laboratory sample identification | 1030-84 | Linked DIME Sample ID | |
| The fabricator/manufacturer/facility name | Holliday | Transportation Laboratory (TL) Number | 1003-84 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
| Structure name |
Material Information
| Material Type | Concrete | The concrete mix design number | NA |
|---|---|---|---|
| The truck number from where the sample was collected | NA | The batch plant ticket number from where the sample was collected | 84 |
| Concrete batch plant | The fabricator/manufacturer designation for the sample | ||
| A detailed description of where the material sample was collected | SITE | Where the material sample would have been placed if not sampled | Roy Rogers Drive OC |
| From Lot No. | Bag Lot No. |
Test Details
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DIME Sample ID: 2021-08-04-1
DIME Test ID: 2021-08-04-1-4
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-18: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-09-01
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: 09/01/2021
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.00 in
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Maximum load on cylinder 1: 144580 lb
Maximum load on cylinder 2: 149900 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
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
Age of specimen: 28 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Compressive strength of cylinder 1: 5080.1 psi
Compressive strength of cylinder 2: 5302.4 psi
Compressive strength (to nearest 10 psi): 5190 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/1/2021 ✔