Summary for Test 2015-11-12-12-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 209453 DEA: 080J8504 EFIS: 0800000324 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-138-R24.1 |
| Award Date | 07/01/2014 |
| Closeout Date | 07/05/2017 |
| Work Description | REPLACE EXISTING BRIDGE. |
| Location Description | SAN BERNARDINO COUNTY IN AND NEAR HESPERIA AT HORSETHIEF CREEK BRDIGE |
| QA Service Level | 1 (Verified on 04/16/2014) |
Sample Information
| Sample Taken Date | 11/12/2015 | Sample Unique Key | 12 |
|---|---|---|---|
| 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 | 12/07/2015 |
| Sample type | Quality Control | A brief description of the sample | 6X12 |
| The quantity of what the sample constitutes | 2 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | MD | Last name of sampler or witnessed by | RAHMAN |
| Title of sampler | ASR | Telephone number of sampler | Unknown |
| Laboratory sample identification | 901-03A | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Holliday Rock | Transportation Laboratory (TL) Number | 789103A |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | HORSETHIEF CREEK BR REPLACE |
| Structure name | STAGE2 PILE2 AT BENT 3 |
Material Information
| Material Type | Concrete | The concrete mix design number | 4F50X001 |
|---|---|---|---|
| The truck number from where the sample was collected | 233 | The batch plant ticket number from where the sample was collected | 109001076 |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | MIXER | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Not set | Bag Lot No. | Not set |
Test Details
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DIME Sample ID: 2015-11-12-12
DIME Test ID: 2015-11-12-12-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2015-12-11
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: 12/10/2015
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.02 in
Average diameter of cylinder 2: 6.02 in
Maximum load on cylinder 1: 121800 lb
Maximum load on cylinder 2: 119340 lb
Type of fracture pattern of cylinder 1: 3
Type of fracture pattern of cylinder 2: 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: no data
Age of specimen: 28 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.46 in^2
Cross sectional area of cylinder 2: 28.46 in^2
Compressive strength of cylinder 1: 4279.7 psi
Compressive strength of cylinder 2: 4193.3 psi
Compressive strength (to nearest 10 psi): 4240 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 12/11/2015 ✔