Summary for Test 2023-05-11-16-1

Test performed: ASTM C39-10

Project Information

Project IdentifiersProject ID: 993648
DEA: 081K6504
EFIS: 0819000084
DIST-CO-RTE-PM08-SBD-15,40-Var
Award Date06/01/2022
Closeout Date12/21/2023
Work DescriptionPLACE POLYESTER CONCRETE OVERLAY, HMA (TYPE A) & CONC APPROACH SLABS.
Location DescriptionSAN BERNARDINO COUNTY AT VARIOUS LOCATIONS
QA Service Level1 (Verified on 09/29/2022)

Sample Information

Sample Taken Date05/11/2023 Sample Unique Key16
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 testing05/12/2023
Sample typeQuality Assurance A brief description of the sampleConcrete Cylinders
The quantity of what the sample constitutes3 From where was the sample collectedJob Site
First name of sampler or witnessed byDerek Last name of sampler or witnessed byNguyen
Title of samplerasr Telephone number of sampler
Laboratory sample identification1050-511 Linked DIME Sample ID
The fabricator/manufacturer/facility nameShort Load Concrete Transportation Laboratory (TL) Number081k650420230511
Inspector Lot Number from the Transportation Laboratory (TL) Form Structure unique identifier
Structure name

Material Information

Material TypeConcrete The concrete mix design numbercts72ehi
The truck number from where the sample was collected15 The batch plant ticket number from where the sample was collectedna
Concrete batch plant The fabricator/manufacturer designation for the sample
A detailed description of where the material sample was collected540315R Wheaton Springs Wash App Slab at Abut 1 Where the material sample would have been placed if not sampled
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2023-05-11-16
DIME Test ID: 2023-05-11-16-1
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: 2023-06-28

Test Results


Unit system used?: US Units
Number of specimens: 3
Test performed: With no density determined
Input Type: Measured
Tester's full name: Matthew Clayton
Date of test: 06/08/2023
Capped in accordance with?: ASTM C617 - Sulfur Mortar Cap
Average diameter of cylinder 1: 4.00 in
Average diameter of cylinder 2: 4.00 in
Average diameter of cylinder 3: 4.00 in
Maximum load on cylinder 1: 123670 lb
Maximum load on cylinder 2: 119890 lb
Maximum load on cylinder 3: 119265 lb
Type of fracture pattern of cylinder 1: 1
Type of fracture pattern of cylinder 2: 1
Type of fracture pattern of cylinder 3: 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
Correction factor for cylinder 3: 1
Age of specimen: 28 days
Cross sectional area of cylinder 1: 12.57 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: 9838.5 psi
Compressive strength of cylinder 2: 9537.8 psi
Compressive strength of cylinder 3: 9488.1 psi
Compressive strength (to nearest 10 psi): 9620 psi
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 6/28/2023