Summary for Test 2021-11-09-14-1

Test performed: ASTM C39-21

Project Information

Project IdentifiersProject ID: 213707
DEA: 081C38U4
EFIS: 0817000196
DIST-CO-RTE-PM08-RIV-10-6.7/R25.1
Award Date11/26/2019
Closeout Date11/01/2023
Work DescriptionRemove concrete pavement and base, and place HMA and JPCP
Location DescriptionROUTE 10/60 SEPARATION IN BEAUMONT TO ROUTE 10/111 SEPARATION NEAR CABAZON.
QA Service Level1 (Verified on 01/09/2020)

Sample Information

Sample Taken Date11/09/2021 Sample Unique Key14
Date that the sample was received by the laboratory/organization performing the testing11/10/2021 Sample typeQuality Assurance
A brief description of the sampleconcrete cylinders The quantity of what the sample constitutes6
From where was the sample collectedJob Site First name of sampler or witnessed byZacharia
Last name of sampler or witnessed byRoush Title of samplerQA Inspector
Telephone number of sampler Laboratory sample identification1012-40
Linked DIME Sample ID The fabricator/manufacturer/facility nameCoffman Specialties, Inc
Transportation Laboratory (TL) Number40 Inspector Lot Number from the Transportation Laboratory (TL) Form
Structure unique identifier Structure name
Bid ItemNot set

Material Information

Material TypeConcrete The concrete mix design number1906-23
The truck number from where the sample was collected100 The batch plant ticket number from where the sample was collected100
Concrete batch plantCoffman The fabricator/manufacturer designation for the sampleCoffman
A detailed description of where the material sample was collectedSite Where the material sample would have been placed if not sampledEB I10 A Station Unavailable upon request LOAD 100
From Lot No. Bag Lot No.

Test Details

DIME Sample ID: 2021-11-09-14
DIME Test ID: 2021-11-09-14-1
Testing Lab: CT D08 - Fontana Southern Regional Laboratory
Test Method: ASTM C39-21: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Test Release Date: 2021-11-17

Test Results


Unit system used?: US Units
Number of specimens: 6
Test performed: With no density determined
Input Type: Measured
Tester's full name: Bahman Baghai
Date of test: 11/16/2021
Capped in accordance with?: no data
Apparent mass of submerged cylinder 1: 0 lb
Average diameter of cylinder 1: 5.98 in
Average diameter of cylinder 2: 5.98 in
Average diameter of cylinder 3: 5.99 in
Average diameter of cylinder 4: 5.99 in
Average diameter of cylinder 5: 5.99 in
Average diameter of cylinder 6: 5.98 in
Maximum load on cylinder 1: 17915 lb
Maximum load on cylinder 2: 17530 lb
Maximum load on cylinder 3: 17435 lb
Maximum load on cylinder 4: 17850 lb
Maximum load on cylinder 5: 17560 lb
Maximum load on cylinder 6: 17325 lb
Type of fracture pattern of cylinder 1: 2
Type of fracture pattern of cylinder 2: 2
Type of fracture pattern of cylinder 3: 2
Type of fracture pattern of cylinder 4: 2
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: 1.00
Correction factor for cylinder 3: 1.00
Correction factor for cylinder 4: 1.00
Correction factor for cylinder 5: 1.00
Correction factor for cylinder 6: 1.00
Age of specimen: 0 days
Age of specimen in hours: 0 hours
Cross sectional area of cylinder 1: 28.09 in^2
Cross sectional area of cylinder 2: 28.09 in^2
Cross sectional area of cylinder 3: 28.18 in^2
Cross sectional area of cylinder 4: 28.18 in^2
Cross sectional area of cylinder 5: 28.18 in^2
Cross sectional area of cylinder 6: 28.09 in^2
Compressive strength of cylinder 1: 637.8 psi
Compressive strength of cylinder 2: 624.1 psi
Compressive strength of cylinder 3: 618.7 psi
Compressive strength of cylinder 4: 633.4 psi
Compressive strength of cylinder 5: 623.1 psi
Compressive strength of cylinder 6: 616.8 psi
Compressive strength (to nearest 10 psi): 630 psi
Serial number of delivery ticket, if available: no data
General comments (publicly viewable) (Max 1000 characters):

Test was verified on 11/17/2021