Summary for Test 2016-10-15-1-1
Test performed: ASTM C39-17aProject Information
| Project Identifiers | Project ID: 210695 DEA: 080K2924 EFIS: 0812000099 |
|---|---|
| DIST-CO-RTE-PM | 08-SBD-10-32.9/R37.4 |
| Award Date | 10/30/2015 |
| Closeout Date | 08/08/2018 |
| Work Description | REPLACE EXISTING (PCCP) WITH (RSCP). |
| Location Description | IN/NEAR REDLANDS FROM 0.2 MILE W/O FORD STREET TO 0.4 MILE E/O LIVEOAK CANYON ROAD. |
| QA Service Level | 1 (Verified on 10/19/2015) |
Sample Information
| Sample Taken Date | 10/15/2016 | 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 | 10/15/2016 |
| Sample type | Quality Assurance | A brief description of the sample | 6x12 concrete cylinders |
| The quantity of what the sample constitutes | 6 | From where was the sample collected | Job Site |
| First name of sampler or witnessed by | RMA | Last name of sampler or witnessed by | RMA |
| Title of sampler | Unknown | Telephone number of sampler | Unknown |
| Laboratory sample identification | 945-11-2 | Linked DIME Sample ID | Unknown |
| The fabricator/manufacturer/facility name | Jobsite | Transportation Laboratory (TL) Number | 11-2 |
| Inspector Lot Number from the Transportation Laboratory (TL) Form | Unknown | Structure unique identifier | Unknown |
| Structure name | Unknown |
Material Information
| Material Type | Concrete | The concrete mix design number | CTS-30-RAM |
|---|---|---|---|
| The truck number from where the sample was collected | Unknown | The batch plant ticket number from where the sample was collected | Unknown |
| Concrete batch plant | Unknown | The fabricator/manufacturer designation for the sample | Unknown |
| A detailed description of where the material sample was collected | Discharge from concrete truck into wheelbarrow. | Where the material sample would have been placed if not sampled | Unknown |
| From Lot No. | Unknown | Bag Lot No. | Unknown |
Test Details
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DIME Sample ID: 2016-10-15-1
DIME Test ID: 2016-10-15-1-1
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: 2016-10-22
Test Results
Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 10/22/2016
Capped in accordance with?: ASTM C617/CTM521
Average diameter of cylinder 1: 6.00 in
Average diameter of cylinder 2: 6.00 in
Average diameter of cylinder 3: 6.01 in
Average diameter of cylinder 4: 6.01 in
Average diameter of cylinder 5: 5.98 in
Average diameter of cylinder 6: 6.02 in
Maximum load on cylinder 1: 100620 lb
Maximum load on cylinder 2: 100650 lb
Maximum load on cylinder 3: 98920 lb
Maximum load on cylinder 4: 101930 lb
Maximum load on cylinder 5: 105120 lb
Maximum load on cylinder 6: 103870 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 1
Type of fracture pattern of cylinder 4: 4
Type of fracture pattern of cylinder 5: 2
Type of fracture pattern of cylinder 6: 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: no data
Correction factor for cylinder 3: no data
Correction factor for cylinder 4: no data
Correction factor for cylinder 5: no data
Correction factor for cylinder 6: no data
Age of specimen: 7 days
Age of specimen in hours: no data
Cross sectional area of cylinder 1: 28.27 in^2
Cross sectional area of cylinder 2: 28.27 in^2
Cross sectional area of cylinder 3: 28.37 in^2
Cross sectional area of cylinder 4: 28.37 in^2
Cross sectional area of cylinder 5: 28.09 in^2
Cross sectional area of cylinder 6: 28.46 in^2
Compressive strength of cylinder 1: 3,559.3 psi
Compressive strength of cylinder 2: 3,560.3 psi
Compressive strength of cylinder 3: 3,486.8 psi
Compressive strength of cylinder 4: 3,592.9 psi
Compressive strength of cylinder 5: 3,742.3 psi
Compressive strength of cylinder 6: 3,649.7 psi
Compressive strength (to nearest 10 psi): 3600 psi
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 10/22/2016 ✔